gujarat state narmada, water resources, water supply … for... · · 2008-09-221 for office use...

1

FOR OFFICE USE ONLY

GUJARAT STATE

NARMADA, WATER RESOURCES, WATER SUPPLY

AND KALPSAR DEPARTMENT

TENDER DOCUMENTS

NAME OF WORK

( AS PER THE WORKS OF ADVERTISEMENT NO. 4,

2008-09, WORKS FROM SR. NO. 43 TO 65 )

Tender Amount Rs.

( AS PER CONCERN VOLUME-B & SCHEDULE-B

OF ADVERTISEMENT NO. 4, 2008-09

WORKS FROM SR.NO. 43 TO 65 )

VOLUME : A

1. VOLUME : A TERMS & CONDITIONS OF CONTRACT

TECHNICAL SPECIFICATIONS

2. VOLUME : B SCHEDULE - B

EXECUTIVE ENGINEER

PANCHAYAT IRRIGATION DIVISION

BHARUCH

SEPTEMBER-2008

NOTE:- Name of work & Amount put to tender shall be applicable as per the Tender Notice No. 4 Of 2008-

09 from Sr. No. 43 to 65 of concern work as per VOLUME B & SCHEDULE-B.

Signature of Contractor Signature of Executive Engineer

1

FOR OFFICE USE ONLY Contract No.

GUJARAT STATE

NARMADA, WATER RESOURCES, WATER SUPPLY

AND KALPSAR DEPARTMENT

TENDER DOCUMENTS

Tender Amount

VOLUME : A

1. VOLUME : A TERMS & CONDITIONS OF CONTRACT

TECHNICAL SPECIFICATIONS

2. VOLUME : B SCHEDULE - B

EXECUTIVE ENGINEER

PANCHAYAT IRRIGATION DIVISION

BHARUCH

SEPTEMBER-2008


2

INDEX

Sr No. Particulars Page No. 1. NOTICE INVITING TENDERS …………………………………………………. 5

2. MEMORANDUM OF WORKS- ÝëØí …………………………………….…......... 6

3. DETAILS OF WORKS …………………………………………………………… 7

5 ADDITIONAL INSTRUCTIONS TO PERSONS TENDERING ………….…… 8

6. BANK GUARANTEE ……………………………………………………….……... 9

7. DECLARATION FORM …………………………………………………………... 11

8 DECLARATION CERTIFICATE ………………………………………… ..……. 12

9. GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF

CONTRACTORS …………………………………………………………………. 13

10. TENDER FOR WORK ……………………………………………………………. 18

11. MEMORANDUM ………………………………………………………………….. 19

12. TERMS & CONDITIONS OF CONTRACT…………............................................. . 21

Clause 1 Security deposit

Clause 2 Liquidated damages for delay

Clause 3 Default by contractor

Clause 4 Action when the progress of any particular portion of the work

is unsatisfactory

Clause 5 Non exercise of powers under clause 3 not a waiver

Clause 5-A Powers to seize tools, plants, machineries, materials and stores of

the contractor on invocation of clause 3

Clause 6 Extension of Time limit

Clause 7 Final Measurements and Final bill on completion of work

Clause 8 Intermediate and Final payments

Clause 9 Payment at reduced rates

Clause 10 Bills to be submitted monthly

Clause 11 Bills and rates payable

Clause 12 Materials to be supplied by the Department

Clause 12-a Consumption and return of materials supplied by the

Department

Clause12-B Safe custody of materials supplied by the Department

Clause 13 Drawings, Designs, Instructions of the Engineer-in-charge and

specifications, order of precedence in case of discrepancies

Clause 14 Excess over Tender Quantities, Extra Items and Variations

Clause 15 No claim to any payment or compensation for alterations or

for restrictions of work

Clause 15-A No claim for delay in supply of materials by the Government

Clause 16 Claims under the contract

Clause 17 Remedies for inferior or bad work, material or workmanship and

maintenance clause

Clause 17 –A Defect liability clause

Clause 18 Work to be open for inspection-Contractor's responsible agent to

be present

Clause 19 Notice to be given before work is covered up

Clause 20 Damage to contract work-in-progress and damages to surrounding

properties

Clause 20-A Damages due to acts of God and unprecedented floods

Clause 21 Contractor to supply plant, ladders, scaffolding etc. and is liable for

damage arising from non provision of lights, fencing etc.

Clause 21-A Regulations for scaffolds, working platforms, gangways and

stairways

Clause 21-B Regulations for hoisting appliances

Clause 22 Measures for prevention of fire

Clause 23 Liabilities to contractors for any damages done in or outside work

Clause 24 DELETED


3

Clause 25 DELETED

Clause 26 Work not to be sublet, consequences for unauthorized subletting,

bringing and becoming insolvent.

Clause 27 Sums payable by way of compensation to be considered as

reasonable compensation without reference to actual loss

Clause 28 Changes in the constitution of firm to be notified

Clause 29 Works to be under directions of Superintending Engineer

Clause 30 Settlement of Disputes and Arbitration

Clause 31 DELETED

Clause 32 Lump sums in estimates

Clause 33 Action where no specifications

Clause 34 Definitions of work

Clause 35 Contractors percentage..

Clause 36 Royalties

Clause 37 Compensation under the Workmen's Compensation Act

Clause 37-A Liability of the contractor in case of accidents

Clause 37-B Arrangements for personal safety requirements and first aid

Clause 38 Quantities in the tender to be considered approximate and they are

subject to variations

Clause 39 Employment of famine or other labour

Clause 40 Claim for compensation for delay in starting the work

Clause 41 Claim for compensation for delay in the execution of work

Clause 42 Entering upon or commencing any portion of work

Clause 43 Minimum age of persons employed

Clause 43(I-A) The payment of fair wages etc

Clause 44 Method of payment

Clause 44A Set off clause

Clause 45 Deleted

Clause 46 Employment of Scarcity labour

Clause 47 DELETED

Clause 48 Rates inclusive of Sales Tax

Clause 49 Employment through Employment Exchange and local labour

Clause 50 Fair wages

Clause 51 DELETED

Clause 52 List of Machinery

Clause 53 Liabilities of contractor for idleness of Road Rollers deployed by the

Department on contract work

Clause 54 Local labour on normal rates

Clause 55 Land on Hire and rental charges

Clause 56 Vaccination to labour

Clause 57 Camp facilities to workers

Clause 58 Gun boots, hand gloves, masks etc., to labourers

Clause 59 No distinction between Harijans and other workers

Clause 60 DELETED

Clause 61 Fencing and Lighting

Clause 62 Liabilities for accidents to persons

Clause 63 Access to site and work on site

Clause 64 Reports Regarding Labour.

Clause 65 Treasure trove

Clause 66 Indemnity

Clause 67 Insurance of labour

Clause 68 Setting out

Clause 69 Cement Register

Clause 70 Materials and work Test Register

Clause 71 Progress Schedule

Clause 72 DELETED

Clause 73 DELETED

Clause 74 DELETED


4

Clause 75 DELETED

Clause 76 License for contract labour

Clause 77 Recovery of Testing charges and handing over empty cement bags

Clause 78 Recovery of sales tax

Clause 79 DELETED

Annexure -1 Declaration regarding Income Tax , Addresses etc. Annexure-2 Basic rates considered by the contractor

Annexure-3 Performance bond

Annexure-4 List of work already completed by the tender

Annexure-5 List of plant and Machinery

Annexure-6 Declaration regarding works on hand

Schedule ‘A’ Materials to be supplied from P.W. Store

Schedule 'B' Memorandum showing items of work to be

carried out (AS PER "VOLUME -B") …………………….……63

Schedule 'C Time schedule of completion …..............………………….……. . 64

Contract agreement……………………………………...…………57

Binding letter ( in gujarati formate )……………………………….66

13. GENERAL TECHNICAL SPECIFICATION..…..………............................................. 67

1 SECTION I Excavation for foundation………...............…….….69

2 SECTION II Materials……………………………..……………..73

3 SECTION III Mortar & concrete….………………………..……..79

4 SECTION IV Masonary………………………………...….……...82

5 SECTION V Reinforcement…………...………………………....85

6 Item wise Technical Specifications…..……………..88

Signature of Contractor Signature of Executive Engineer 5

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5

T-6

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5

T-7

ÀëÝýÕëáÀ ³ÉÞõßlíÞí ÀÇõßí Õ_ÇëÝÖ ìç_Çë³ ìäÛëÃ,

°Sáë Õ_ÇëÝÖ, VËõË ÚõîÀÞë Úí½ Üëâõ.ÛwÇ. ìÞìäØë Þ_. 4 çÞõ Ñ ß008�09

ËõLÍß ±ëÕäëÞí ±Þõ ÕßÖ VäíÀëßäëÞí ±LÝ åßÖù

(1) çèÀëßí Ü_Íâí/ÚõÀëß ³ÉÞõß/³½ßØëßÞð_ ÜëLÝ äÃaÀßHë ±Þõ Éõ Öõ lõHëíÜë_ ß°VËÿõåÞÞí ÞÀá. (2) çèÀëßí Ü_Íâí/ÚõÀëß ³ÉÞõß/³½ßØëßõ çùSäLçí çËaÞí ÞÀá ßÉ\ ÀßäëÞí ßèõåõ. (3) çèÀëßí Ü_Íâí/ÚõÀëß ³ÉÞõß/³½ßØëß ÖõÞë ³LÀÜËõZëÞë ÕëÞ Þ_Úß ÜëËõ Éwßí ØVÖëäõÉÞí ÞÀá ßÉ\ ÀßäëÞí ßèõåõ. (4) çèÀëßí Ü_Íâí ÜëËõ −IÝõÀ ÀëÜ ßëÂäë Ü_ÍâíÞë ÌßëäÞí ÞÀá. (Õ) Ü_ÍâíÞë çÛëçØùÞë ÞëÜÞí ÝëØíÞí ÞÀá. (6) Ü_Íâí±ù±õ ìÞÝÜ ±Þðçëß ßëÂõá Öë_hëíÀ ±ÞðÛäí ³ÉÞõßÞð_ ÞëÜ ±Þõ ÖõÞí çëÚíÖí ßÉ\ ÀßäëÞí ßèõåõ. (7) Ü_Íâí èVÖÀ ÇëáÖë ÖÜëÜ ÀëÜùÞð_ áíVË ßÀÜ çë×õ −ÜðÂlíÞí çìè×í ±ëÕäëÞð_ ßèõåõ. Ö×ë Éõ�Öõ ÀÇõßíÞù ±ìÔÀòÖ

ØëÂáù ßÉ\ ÀßäëÞù ßèõåõ. (8) çèÀëßí Ü_ÍâíÞë èë× Õß ±LÝ ÀÇõßíÜë_ ÀëÜù ÇëáÖë Þ èùÝ Öù ÜëÜðß −ÜëHëÕhë −ÜðÂlíÞí çèí×í ±ëÕäëÞð_ ßèõåõ. (9) çèÀëßí Ü_ÍâíÞë ÜëLÝ äÃaÀßHëÞí ÜÝëýØëÜë_ hëHë ÃHëí ßÀÜ ÀßÖë äÔð ÀëÜù ÇëáÖë Þ×í Öõäð_ −ÜëHëÕhë −ÜðÂlíÞí

çèí×í ±ëÕäëÞð_ ßèõåõ. (10) çèÀëßí Ü_ÍâíÞë çPÝù ½Öõ ÀëÜ Àßåõ Ö×ë ÕõËë ÀùLËÿëÀË ±ëÕí

åÀåõ Þìè Öõ ÚëÚÖÞù ÚëoèõÔßí Õhë −ÜðÂlíÞí çèí×í ±ëÕäëÞð ßèõåõ. (11) çèÀëßí Ü_Íâí ÜëËõ ±Þð.Þ_. 1 ×í 9 Þë ËõLÍß ÜëËõ çèÀëßí Ü_ÍâíÞð_ S äÃý ±Þõ ±Þð.Þ_. 10 ×í 13 ËõLÍß ÜëËõ

A äÃý ±Þõ ÖõÞí µÕß ÖõÜÉ ±Þð. Þ_. 14 ×í 19 Þë ËõLÍß ÜëËõ V äÃý ±Þõ ÖõÞí µÕßÞð ß°VËÿõåÞ ßÉ\ ÀßäëÞð_ ßèõåõ.

(12) ÚõÀëß ³ÉÞõß Úí.³. çíäíá Þõ ±Þð.Þ_. 20×í 25 çðÔíÞë ËõLÍß Üâåõ. (13) ³½ßØëßÞõ ±Þð.Þ_. 26 Ö×ë 35 Þë ËõLÍßù ÜëËõ äÃý ³�2 ±Þõ ÖõÞí µÕßÞð ß°VËÿ$õåÞ ßÉ\ ÀßäëÞð ßèõåõ. TYF VG]P TYF VG]P TYF VG]P TYF VG]P

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(14) ËõLÍßÞí ÀùÕí ÕùWË Cäëßë Ü_Ãëääë ÜëËõ çèÀëßí Ü_Íâí/ÚõÀëß ³ÉÞß/³½ßØëßõ ËõLÍß Îí µÕßë_Ö ËõLÍß ØíÌ w. 100/� äÔëßëÞë ÜùÀáäëÞë ßèõåõ.

(15) Àùßë ËõLÍß Üõâääë ÜëËõ ËõLÍß Îí, ÕùWË ±_ÃõÞí ßÀÜ ÍíÜëLÍ ÍÿëÎË/Õõ ±ùÍóß/Àõå Cäëßë áõäëÜë_ ±ëäåõ. (16) çèÀëßí Ü_Íâí±õ ËõLÍß Üõâääë çë×õ Éõ Öõ ÀëÜ ±_ØëìÉÖ Ûëä×í ±×äë ±_Øë°Ö Ûëä ÀßÖë ±ùÈë Ûëä×í Àßåõ Öõ

ÚëÚÖÞð_ Úë_èõÔßí Õhë −ÜðÂlíÞí çèí×í ±ëÕäëÞð__ ßèõåõ.


5

T-8

(17) ËõLÍßù ÛßíÞõ ÕßÖ ÀßäëÞð_ çßÞëÜð_ ÞíÇõ ÜðÉÚ Èõ. "ÀëÝýÕëáÀ ³ÉÞõßlí, Õ_ÇëÝÖ ìç_Çë³ ìäÛëÃ, °Sáë Õ_ÇëÝÖ, VËõåÞ ßùÍ, Õ_ÇëÝÖ ÛäÞ ÛëÃ�2, VËõË ÚöLÀ ±ùÎ

³ìLÍÝëÞë Úí½ Üëâõ Üð.Öë.°.ÛwÇ, ÃðÉßëÖ, ÕíÞ ÀùÍ Þ_. 392 001"

(18) Ûßõá ËõLÍßù çíáÚ_Ô ÀäßÜë_ ÎÀÖ ß°VËß ÕùWË ×í ÖõÜÉ VÕíÍ ÕùWË×í VäíÀëßäëÜë_ ±ëäåõ. (19) ØßõÀ ÀëÜÞë Ûßõá ËõLÍß ±áÃ ±áÃ çíáÚ_Ô ÀäßÜë_ ÜùÀáäëÞë ßèõåõ. ÖõÜÉ Àäß µÕß ÀëÜÞð_ ÞëÜ ±Þõ ±õÉLçíÞð_

ÞëÜ ìäÃõßõ ÉHëëääëÞð_ ßèõåõ. (20) ËõLÍß çë×õ çèÀëßí Ü_Íâí/³½ßØëßõ ÚëÞëÞí ßÀÜ ÜëËõ ±ùÈëÜë_�

±ùÈí 6(È) ÜëçÞí ßëWËÿíÝÀòÖ ÚõîÀÞí ±õÎ.Íí.±ëß., ±×äë ìÍÜëLÍ ÍÿëÎË "ýÀëÝýÕëáÀ ³ÉÞõß Õ_ÇëÝÖ ìç_Çë³ ìäÛëÃ, °Sáë Õ_ÇëÝÖ, ÛwÇ" Þë ÞëÜÞù ßÉ\ ÀßäëÞù ßèõåõ. ÚëÞëÞí ßÀÜ ìäÞëÞë ËõLÍßù ±ëÕù±ëÕ ßØ ÃHëëåõ.

(21) ìÞÝÖ çÜÝ ÜÝëýØëÜë_ 5MQ8 YL VFJ[,5MQ8 YL VFJ[,5MQ8 YL VFJ[,5MQ8 YL VFJ[, ±ëäõá VG]P ! YL $VG]P ! YL $VG]P ! YL $VG]P ! YL $Z GF SFDMGF TFP Z GF SFDMGF TFP Z GF SFDMGF TFP Z GF SFDMGF TFP #_q)q_(#_q)q_(#_q)q_(#_q)q_( GF ZMH GF ZMH GF ZMH GF ZMH 11�30 ÀáëÀõ T[DH VMG ,F.G 8[g0ZLT[DH VMG ,F.G 8[g0ZLT[DH VMG ,F.G 8[g0ZLT[DH VMG ,F.G 8[g0ZL\\\\UGF 8[g0ZM VG]P$# YL &$ GF SFDMGF 8[g0ZM TFZLB UGF 8[g0ZM VG]P$# YL &$ GF SFDMGF 8[g0ZM TFZLB UGF 8[g0ZM VG]P$# YL &$ GF SFDMGF 8[g0ZM TFZLB UGF 8[g0ZM VG]P$# YL &$ GF SFDMGF 8[g0ZM TFZLB !#q!_q_( !#q!_q_( !#q!_q_( !#q!_q_( GF ZMH !!P#_ S,FS[GF ZMH !!P#_ S,FS[GF ZMH !!P#_ S,FS[GF ZMH !!P#_ S,FS[ èëÉß ßèõá ÌõÀõØëßùÞí wÚwÜë_ "ÀëÝýÕëáÀ ³ÉÞõß Õ_ÇëÝÖ ìç_Çë³ ìäÛëÃ, °Sáë Õ_ÇëÝÖ, ÛwÇ" Þí ÀÇõßíÜë_ ÂùáäëÜë_ ±ëäåõ. Àù³ÕHë ÀëßHëùçß ËõLÍß ÂùáäëÞí ÖëßíÂÜë_ ±×äë çÜÝÜë_ ÎõßÎëß ÀßäëÞù ç_ÕðHëý ±ìÔÀëß Àë.³.líÞõ ßèõåõ, ±Þõ Éõ�Öõ ìÞHëýÝ ±ëÂßí ÃHëëåõ.

(22) ÀëÜÞð_ ±õÃþíÜõLË ÀßÖí äÂÖõ µÕß Øåëýäõá Éõ�Öõ ØVÖëäõ½õ/−ÜëHëÕhëù/Úë_èõÔßí Õhëù/Õhëù ÖÜëÜ ±çáÜë_ ßÉ\ ÀßäëÞë ßèõåõ.

(23) "ÀëÝýÕëáÀ ³ÉÞõß Õ_ÇëÝÖ ìç_Çë³ ìäÛëÃ, °Sáë Õ_ÇëÝÖ, ÛwÇ" Þí ÀÇõßíÞõ Üâõá ÚÔëÉ ËõLÍßù Àù³ÕHë ÀëßHë ±ëMÝë ìçäëÝ ßØ Àßäë ±×äë Ü_É\ß ÀßäëÞë ±ìÔÀëß ÞíÇõ çìè ÀßÞëß ÀëÝýÕëáÀ ³ÉÞõßÞë ßèõåõ.

(24) ½èõß ìÞìäØë ÀßëßÞëÜëÞù ±õÀ ÛëÃ ÃHëëåõ.

ÀëÝýÕëáÀ ³ÉÞõß, Õ_ÇëÝÖ ìç_Çë³ ìäÛëÃ,

°.Õ_.ÛwÇ.


6

M-1

Details of Tender

Sr. No.

Name of work /Package

Amount put to tender

in Rs.

E MD in Rs. (1%)

Tender Fees in

Rs.

Security Deposit at the time of Agreement

Tender validity period

from the stipulated

date of receiving

tender

Eligibility Registration

class

Period for completion of work in Months

1 2 3 4 5 6 7 8 9 43 Improvement to

Protection work cum Ovara at Zanor & Repairs to L.I.Scheme at Zanor Tal. Dist. Bharuch

11,65,660.84 11,660 900 29150

120 D & above 4 (FOUR)

44 Improvement to Dajipura Bandhara Scheme Tal. JhagadiaDist. Bharuch

11,73,495.49 11,735 900 29350


45 Constructing a Protection work at Kalak & Improvement to tank at village Tankari Tal. Jambusar Dist. Bharuch

11,86,706.65 11,870 900 29700


46 Constructing a Protection work at village Sigam & Chhidra Tal. Jambusar Dist. Bharuch

12,03,187.29 12,012 900 30100


47 Improvement to P.T. Anadhra & Constructing a Checkdam at village Sultanpura Tal. Jhagadia

12,10,282.12 12,110 900 30300


48 Constructing a Protection work at

village Ankhi & Gajera Tal.

Jambusar Dist. Bharuch.

12,16,505.68 12,165 900 30450


49 Improvement to M.I. Scheme at Dholekham Tal. Jhagadia Dist. Bharuch

12,62,100.26 12,621 900 31600

120 D & above 5 (FIVE)

MEMORANDUM OF WORKS

ÀßäëÞë ÀëÜÞí ÝëØí


6

M-2

50 Repairs to M.I.

Scheme at Bhangoria & Koyali Mandvi Tal. Valia

12,74,352.87 12,750 900 31900


51 Constructing a Protection wall at village Bhalod, Shir, Tavadi Tal.Jhagadia Dist. Bharuch.

12,78,405.31 12,790 900 32000


52 Improvement to M.I. Scheme at Vali & Constructing Protection work to checkdam cum causeway at village Vali Tal. Jhagadia Dist. Bharuch

12,82,770.26 12,830 900 32100


53 Improvement to Mokhadi Bandhara Scheme & Constructing Protection work at village Sevad Tal.Valia

12,84,870.19 12,900 900 32150


54 Improvement to Percolation tank at Uchhali Tal. Ankleshwar & Constructing Protection work at village Katpore & Constructing Checkdam at village Ilav Tal. Hansot Dist. Bharuch.

12,94,728.89 12,950 900 32400


55 Constructing a Flood Protection work at Amod & Safe Staging work to tank at village Dhamnad Tal. Amod Dist. Bharuch

13,21,333.22 12,220 900 33050



6

M-3

56 Improvement to

tank (Asha Talav) & village tank at HInglot Tal. Dist. Bharuch

13,75,040.76 13,750 900 34400


57 Repairs to Bandhara Irrigation at Dolatpur Section-2 & Improvement to Bandhara Scheme at Dolatpur Tal. Valia

13,76,657.98 13,770 900 34450


58 Repairs to Stepwell (Vav) at villages Maktampur, Paguthan & Dahej Tal. Bharuch & Wagra Dist. Bharuch

13,99,548.59 14,000 900 35000


59 Improvement to V.R.B. at Chainage 2078 fol on Chainage 4811, 6530 & Canal Acquduct at Chainage 3465, 6000 of Dajipura Bandhara Scheme Tal. Jhagadia

14,08,571.44 14,090 900 35250


60 Constructing Protection work at village Uchchad & Vedach & Improvement to tank at village Sarod Tal. Jambusar Dist. Bharuch

14,16,616.63 14,170 900 35450


61 Constructing Protection work at village Zadeshwar, Shukaltirth & (M.I.Scheme) Angareshwar Tal. Dist. Bharuch.

1419908.98

14,200 900 35500



6

M-4

62 Providing Hading

up system to Bandhara & Providing Slab drain at Chainage 2376 on canal of Bandhara Scheme at village Dajipura Tal.Jhagadia Dist. Bharuch

1451499.82

14,520 900 36300


63 Repairs to Mokhadi L.I. Scheme Section-1 and 2 Tal. Valia Dist. Bharuch & Improvement to tank at village Choramla Tal. Valia

1469397.76

14,700 900 36750


64 Improvement H.R. & Canal syphone at chainage 1753, 4268 of Dajipura Bandhara Scheme Tal. Jhagadia Dist. Bharuch.

1490839.47

14,910 900 37300


65 Repairs to Bandhara Scheme at village Mokhadi & Dolatpur Section-2 Tal. Valia Dist. Bharuch.

1491327.56

14920 900 37300


(A) Details of Department, circle & Division

NAME OF DEPARTMENT

NARMDA,WATER RESOURCES, WATER SUPPLY & KALPSAR DEPARTMENT, GANDHINAGAR

Circle Superintending Engineer Vadodara Panchayat Irrigation Circle Vadodara

Division Executive Engineer, District Panchayat Irrigation Division Bharuch

( C ) Schedule for E-Tendering is fixed as under :

(i) Site visit Contractors requested to visit the site before submission of

tender.


6

M-5

(ii) Downloading of tender documents Start & End Date

From date 22 / 09 /2008 Upto date 07 / 10/2008 Till 18.00 Hrs

(iii) On line submission of bid

Upto date 07 / 10 /2008 Till 18.05 Hrs

(iv) Submission of EMD, Tender Fee, Declaration form (page No.13), Declaration Certificate(page No. 14), Memorandum-ÝëØí-(page No. 6), Annexture-I to 6 (Page No. 67 to 76), Page No. 1 with signature of contractor. If a company, a power of attorney, solvency certificate, Income Tax Pan No.,Certificate of registration, Details of Contractor & witness (i.e. Address, Tel.No (O & R) Mobile Nos, e-mail etc.) and other documents in physical form during office hours of Bid Opening Authority. Above details shall be submitted for each work/package.

Submission of EMD, Tender fee and other Documents during office hours : on date 08/ 10/2008, 10/10/2008 upto 18.00 Hrs.in the office of The Executive Engineer, Panchayat Irrigation Division Division, District Panchayat, Station Road, Panchayat Bhavan No.2, IInd Floor, At. Tal.Dist. Bharuch. Pin 392001 Phone : (02642) 243905 & (02642) 252471 to 78 (Ext. 182 & 191)

(v) Online opening of Bid On date 13 / 10 /2008 : 11.30 hrs. Venue : Office of the Executive Engineer, Panchayat Irrigation Division,Bharuch

(vi) Bid Validity period days as mentioned above in (A) Details of tender,from the end date of downloading Bids

(D)

(i)Bid inviting authority Executive Engineer, Panchayat Irrigation Division, District Panchayat Bharuch

(ii) Bid opening authority Executive Engineer, Panchayat Irrigation Division, District Panchayat Bharuch

(E)

Mode of quoting rates Percentage rate tender to be written in figure & words at the end of schedule-B


6

M-6

The list of certifying agencies are as mentioned as under.

Name of certifying Agency web site address (n) code solution (G N F C ) www.gnvfc.com

General Terms and Conditions (1) Bidders can download the tender document free of cost from the website. www.nprocure.com or https://nwr.nprocure.com (2) Bidders have to submit Price bid in Electronic formate only on above mentioned website till the

Last Date & time shown as above. (3) Offers in physical form will not be accepted in any case. (4) Free vendor training camp will be organised every Saturday between 4.00 to 5.00 PM at (n)code

solution-A Division of GNFC Ltd., Bidders are requested to take benefit of the samre. Bidders who wish to participate in online tenders will have to procure legally valid Digital Certificate (clause-III )as per Information Technology Act-2000 using which they can sign their electronic bids. Bidders can procure the same from any of license certifying Authority of India or can contract (n)code solutions-A division GNFC Ltd, 301,GNFC INFO TOWER, BODAKDEV, AHMEDABAD-380054 (INDIA) Tel. No. (079)26857316/17/18, FAX (079) 26857321,Email:[email protected], web site www.nprocure.com Toll free No. 1800-233-1010 Extn.3217 who are licensed Certifying Authority by Govt. of India. All bids should be digitally signed, for details regarding digital signature certificate related training involved the below mentioned address should be contacted: (n) Code Solutions A division of GNFC 301, GNFC Infotower, Bodakdev, Ahmedabad – 380 054 (India) Tel: +91 26857316 / 17 / 18 Fax: +91 79 26857321 E-mail: [email protected] Web-site: www.nwr.nprocure.com Toll Free: 1800-233-1010(Ext. 321) Other Terms & Conditions as per detailed tender documents


7

D-1

DETAILS OF WORKS

Sr.No Name of work /Package

Details of works included in the work/Package

1 2 3 Improvement to Protection work cum Ovara on the

Bank of river Narmdra at village Zanor Tal.Dist.

Bharuch.

43 Improvement to Protection work cum Ovara at Zanor & Repairs to L.I.Scheme at Zanor Tal. Dist. Bharuch

SpecialRepairs to Flood Damaged - Flood Protection

work to L.I. Scheme at Zanor Tal. & Dist. Bharuch

44 Improvement to Dajipura Bandhara Scheme Tal. JhagadiaDist. Bharuch

Improvement to "Dajipura Bandhara" Tal. Jhagadia

Dist. Bharuch.

Improvement to tank at village Tankari Tal. Jambusar 45 Constructing a Protection work at Kalak & Improvement to tank at village Tankari Tal. Jambusar Dist. Bharuch

Constructing Protection work at village KALAK Tal.

Jambusar

Constructing Protection work at village SIGAM Tal.

Jambusar

46 Constructing a Protection work at village Sigam & Chhidra Tal. Jambusar Dist. Bharuch

Constructing Protection work at village CHHIDRA Tal.

Jambusar

Improvement to Percolation Tank at village Anadhara 47 Improvement to P.T. Anadhra & Constructing a Checkdam at village Sultanpura Tal. Jhagadia

Constructing a Checkdam on Local kotar near Harizan

Vasahatat village Sultanpura

Constructing Protection work at village ANKHI Tal.

Jambusar

48 Constructing a Protection work at village Ankhi & Gajera Tal. Jambusar Dist. Bharuch.

Constructing Protection work at village GAJERA Tal.

Jambusar

Improvement to Minor Irrigation Scheme at village

Dholekham Tal. Jhagadia Dist. Bharuch.

49 Improvement to M.I. Scheme at Dholekham Tal. Jhagadia Dist. Bharuch

Repairs to Minor Irrigation Scheme at village

Dholekham

Repairs to Minor Irrigation Scheme at village Bhangoria


Bhangoria

Repairs to Minor Irrigation Scheme at village Koyali

Mandvi

50

Repairs to M.I. Scheme at Bhangoria & Koyali Mandvi Tal. Valia


Koyali Mandvi


7 D-2

Constructing a Protection work at village Bhalod

Improvement to village tank at village Tavadi

51 Constructing a Protection wall at village Bhalod, Shir, Tavadi Tal.Jhagadia Dist. Bharuch.

Protection work @ village Rajpardi

Constructing a Protection work to causeway at village

Vali

52 Improvement to M.I. Scheme at Vali & Constructing Protection work to checkdam cum causeway at village Vali Tal. Jhagadia Dist. Bharuch.

Improvement to Minor Irrigation Scheme at village Vali

Improvement to Bandhara Irrigation Scheme at village

Mokhadi

53 Improvement to Mokhadi Bandhara Scheme & Constructing Protection work at village Sevad Tal.Valia

Constructing a Protection work on Checkdam cum

causeway at village SEVAD

Safe staging work to tank at village Katpore Talk.

Hansot

Constructing a Checkdam at village ILAV

54 Improvement to Percolation tank at Uchhali Tal. Ankleshwar & Constructing Protection work at village Katpore & Constructing Checkdam at village Ilav Tal. Hansot Dist. Bharuch.

Improvement to village tank at village Uchhali

Constructing Flood Protection work at village AMOD 55 Constructing a Flood Protection work at Amod & Safe Staging work to tank at village Dhamnad Tal. Amod Dist. Bharuch

Safe staging work to tank at village Ghamnad Tal. Amod

Improvement to tank at village Hinglot Tal. & Dist.

Bharuch

56 Improvement to tank (Asha Talav) & village tank at HInglot Tal. Dist. Bharuch

Improvement to tank at village Hinglot (Asha Talav)

Tal. Dist. Bharuch

Repairs to Bandhara Irrigation Scheme at village

Mokhadi

57 Repairs to Bandhara Irrigation at Dolatpur Section-2 & Improvement to Bandhara Scheme at Dolatpur Tal. Valia


Dolatpur(Section - I)

Improvement to Stepwell (Vav) at villages Maktampur,

Tal. & Dist. Bharuch

Improvement to Stepwell (Vav) at villages Paguthan ,

Tal. Bharuch Dist. Bharuch

58 Repairs to Stepwell (Vav) at villages Maktampur, Paguthan & Dahej Tal. Bharuch & Wagra Dist. Bharuch

Improvement to Stepwell (Vav) at villages Dahej Tal.

& Wagra, Dist. Bharuch


7 D-3

Improvement to Canal Aquduct at Ch. 3465 Mt. & 6000

mt. on Dajipura

59 Improvement to V.R.B. at Chainage 2078 fol on Chainage 4811, 6530 & Canal Acquduct at Chainage 3465, 6000 of Dajipura Bandhara Scheme Tal. Jhagadia

Improvement to Canal Aquduct at Ch. 3465 Mt. & 6000

mt. on Dajipura

Constructing Protection work at village UCHHAD Tal.

Jambusar

Constructing Protection work at village VEDACH Tal.

Jambusar

60 Constructing Protection work at village Uchchad & Vedach & Improvement to tank at village Sarod Tal. Jambusar Dist. Bharuch

Improvement to tank @SAROD, Ta. Jambusar

Providing Protection work to L.I. Scheme at

Angareshwar Tal. & Dist. Bharuch

Constructing a Protection work at village Zadeshwar

(Near Harijanwas) Tal. & Dist. Bharuch

61 Constructing Protection work at village Zadeshwar, Shukaltirth & (M.I.Scheme) Angareshwar Tal. Dist. Bharuch.

Constructing Protection work & Ovara on the tank at

village ShuklatirthConstructing Protection work & Ovara

on the tank at village Shuklatirth

Providing Heading up system on Dajipura Bandhara 62 Providing Hading up system to Bandhara & Providing Slab drain at Chainage 2376 on canal of Bandhara Scheme at village Dajipura Tal.Jhagadia Dist. Bharuch

Providing Heading up system on Dajipura Bandhara


Mokhadi Section-I


Mokhadi (Section-II)

63 Repairs to Mokhadi L.I. Scheme Section-1 and 2 Tal. Valia Dist. Bharuch & Improvement to tank at village Choramla Tal. Valia

Improvement to Percolation Tank at village Choramala

Improvement to Head Regulator at Ch. 0.0 Mt. & trees

pass On Dajipura Bandhara Tal. Jhagadia Dist.

Bharuch

64 Improvement H.R. & Canal syphone at chainage 1753, 4268 of Dajipura Bandhara Scheme Tal. Jhagadia Dist. Bharuch.

Improvementr to Canal Syphone at Ch. 1753 mt. 4268

Mt. & 47878 mt. on Dajipura Bandhara Tal. Jhagadia

Dist. Bharuch

65 Repairs to Bandhara Scheme at village Mokhadi & Dolatpur Section-2 Tal. Valia Dist. Bharuch.


Mokhadi



Dolatpur

8

PERCENTAGE TENDER AND CONTRACT FOR WORKS ADDITIONAL INSTUCTIONS TO PERSONS TENDERING

8[g0Z EZGFZG[ JWFZFGL ;]RGFVM

1. Competency of Tender – No contract will be awarded except to responsible bidders

capable of performing the class of works contemplated. Before the award of the contract,

any bidder may be required to show that he has the necessary facilities, experience,

ability and financial resources to perform the work in satisfactory manner within in the

time stipulated. Contractor may be required to furnish the department with the statement

as to their experience and their financial status.

2. Tender will be deemed to have inspected the site and to have satisfied as to the nature of

all works, all existing roads, water-way and other means of communication and access to

and from the site and work and the building that may be required for temporary purpose

in connection with the construction , completion and maintenance of the works and must

make his own inquiries as to work, yard sites and depot, and dumps and as to acquisition

of such additional sites and areas as may be necessary for temporary purpose for

constructing, completing and maintaining the works.

2.1 (i)The Bid shall be offered in electronic formate om\nly on online web site

http://ncr.nprocure,com and www.nprocure.com,till the date & time

shown in memorandam of works.

(ii) Late/delay physical receipt of tender fees,EMD and other documents after online

submission of tender ,tender fee,EMD and other doc. should reach the office of tender

opening authority with in time and last date stipulated for the purpose in any of the

modes of physical submission. The same is received early or later than the time specified

will not be accepted in any case. Their bid will not be opened online and will be

considered as NON-RESPONSIVE.

(iii): Necessary records should be maintained for refusal of such tenders in the registers

for receiving tenders and should be initialed by the concerned Executive Engineer.

3 Payment:- The tender must understand clearly that the rates quoted are for completed

works and include all costs due to labour, scaffolding plant, supervision, service works,

power, royalties and octroi etc. , and to include all extras to cover the cost of night work

if and when required and no claim for additional payment beyond the price/rates quoted

will be entertained and the tenderer will not be entitled subsequently to make any claim

on the ground of misrepresentation or on the ground that he was supplied with

information given by any person (whether the member is the employee of Public Works

Department or not ) . Any failure on his part to obtain all necessary information for the

purpose of making his tender and filling the several prices and rates therein shall not

relieve him from any risks or liabilities arising out. Of or consequent upon the

submission of the tender. #P R]SJ6L v 8[g0Z EZGFZ[ V[ JFT ;DHL ,[JFGL ZC[X[ S[ T[6[ 8F\S[,F NZ 5]ZF\ YI[,F SFD DF8[GF K[ VG[ T[DF\ D\H]ZL4

5F,B4%,Fg84 N[BZ[B4 ;lJ¶;vSFDULZL4 JLH/L4 ZMI<8L VG[ VMS8=MI JU[Z[ V\X[ TDFD BR"GM TYF H~ZL H6FI TM VG[ tIFZ[ ZFT5F/LGF SFDG[ VFJZL ,[JF AWFH JWFZFGF BR"GM ;DFJ[X YX[ VT[ 8F\S[,F EFJ S[ NZ SZTF JWFZFGL SM. R]SJ6L V\U[GF T[DGF SM. NFJF wIFGDF\ ,[JFX[ GCL VG[ 8[g0Z EZGFZ BM8L ZH]VFTG[ SFZ6[ VYJF SM. jIlSTV[ s5KL T[ AF\WSFD lJEFUGM SD"RFZL CMI S[ G CMIf T[DG[ VF5[,L DFCLTLGF VFWFZ[ 5FK/YL SM. NFJF ZH] SZJF CSNFZ ZC[X[ GCL\P T[DG]\ 8[g0Z EZJF TYF T[DF\ H]NF H]NF EFJ VG[ NZ EZJF DF8[ H~ZL V[JL TDFD DFCLTL 5FTFGF 51F[ G D[/JL XSJFG[ SFZ6[ 5MT[8[g0Z ZH] SZJFG[ ,LW[ VYJF T[DFYL pEF YTF SM. HMBD S[ HJFANFZLVMDF\YL K8SL XSFX[ GCLP


9

Contractors to please read this Carefully : : : : SMg8F=S8ZMV[ GLR[GL AFATM SF/HL 5]J"S JF\RJF lJG\TL K[P 1. The percentage in Schedule ‘B’ must be given in words and figures. Amount thus

worked out must also be entered in column and grand total of amount must be struck out

by the tenderer. !P JW] S[ VMKFGL 8SFJFZLGF NZ XaNM T[DH VF\S0FDF VF5JFP 8[g0Z EZGFZ[ VF ZLT[ AGTL ZSD 56 BFGFDF\ GM\WJL

VG[ ZSDGM S], ;ZJF/M D]SJMP 2. If the tender is taken in favour of the company, a power of attorney in favour of the

person who may have signed the tender for the company must accompany the tender. ZP SM. S\5GLG[ GFD[ 8[g0Z ,[JFDF\ VFjI]\ CMI TM S\5GL JTL 8[g0Z 5Z ;CL SZGFZ jIlSTG[ VlWS'T SZT]\ D]BtIFZGFD]\

8[g0Z ;FY[ ZH] SZJFG]\ ZC[X[P 3. Solvency certificate of a Bank of an amount up to 20% of the tendered cost plus the

amount of works on hand still to be executed will have to be produced by the contractor. #P 8[g0ZDF\ EZ[, S], BR" JttFF AFSL CMI T[JF CFY WZ[,F\ SFDGL ZSDGF Z_ 8SF H[8,L ZSD V\U[ A\[SG]\]\ 5|DF65+

SMg8=S8Z[ ZH] SZJFG]\ ZC[X[P 4. Challan for earnest money @ 1% of the estimated cost must accompany the tender.

Tenderer may pay earnest money up to Rs.50,000 in cash or in the form of Crossed

Demand Draft or fixed deposit of fixed deposit at-call receipts with a validity period of

not less than six months of Nationalised or Scheduled or Co-operative Bank having 5

year standing drawn in favour of Executive Engineer/Divisional Officer concerned .

Earnest money by cheque & Bank Guarantee shall not be accepted. vide R & BD G.R.

No. TNC/1090/(100) (4)-C dated 4-11-2000) However in respect of the works estimated

to cost above Rs. 50 lacs, the amount of earnest money in excess of Rs.50,000 can be

offered by the contractor, at his choice, in the form of Bank Guarantee of the Scheduled

Bank or Nationalised Bank only. The Bank Guarantee in such cases will be furnished in

the following form. In such cases also, the amount of earnest money first Rs.50,000 will

paid only in the form of cash or crossed demand drafts or fixed deposit receipts or

deposit at call receipts worth the validity period of not less than 6 months of the

nationalised or Scheduled or Co-operative Banks having five years standing.

The Contractors who have secured exemption certificate for payment of earnest

money by depositing Lump Sum earnest money Deposit need not pay earnest money, but

produce the certified copy of the exemption certificate along with the tender.

If the contractor do not turn up to pay the Security Deposit and execute contract

agreement within specified (or extended) time after intimation to him about acceptance

of this offer, the earnest money paid for this work will be forfeited and according to

clause -1 of this tender form tenderer’s tender shall be rejected and then according to

aforesaid provision of tender, action to blacklist the contractor will be initiated without

Delay.

5. The contractor shall have to furnish Income Tax Clearance Certificate before his tender

is accepted and intimate assessment number and ward under which he is assessed. 5P 5MTFG]\ 8[g0Z :JLSFZFI T[ 5C[,F SMg8=S8Z[ VFJSJ[ZF[ R]ST[ SIF"G]\ 5|DF65+ ZH] SZJ]\ 50X[ VG[ VFSFZ6L G\AZ VG[ H[

C[9/ VFSFZ6L SZF. CMI T[ JF[0" V\U[GL HF6 SZJFGL ZC[X[P 6. Copies of certificate as regards previous experience , if any, must accompany the tender. &P VUFpGM SM. VG]EJ CMI TM T[ V\U[GF 5|DF65+GL GS,M 8[g0ZM ;FY[ ZH] SZJFGL ZC[X[P


7. Declaration showing all works on hand with the Contractor and the value of works that

remains to be executed in each case must accompany the tender.

*P NZ[S S[;DF\ SMg8=S8ZGF CFY 5ZGF AWF SFD VG[ SZJFGF AFSL CMI T[JF SFDGF D]<I V\U[GM V[SZFZ 8[g0Z ;FY[ SZJFGM ZC[X[P

8. All pages of Schedule ‘A’ and ‘B’ and specifications should be degitally initialed by the

Contractor.

9. In addition to the above, the tender will also be liable to be rejected

outright it- )P p5ZGL AFATM p5ZF\T 8[g0Z GLR[GF ;\HMUMDF\ VDFgI 9ZJFG[ 5F+ YX[P

i) The tenderer proposes any alteration in the work specified or in the time allowed for

carrying out the work or any condition or correction made in any code or mode or

Schedule ‘B’ or specifications. !f 8[g0Z EZGFZ4 lGIT SFD VYJF SFD DF8[ D\H]Z SZ[, VYJF VG];}lR B GF SM. SM0 VYJF 5wWlT VYJF

lJUTMDF\ D]S[, XZT VYJF ;]WFZFDF\ SM. O[ZOFZ ;}RJTF CMIP

(ii) The bidder or the person authorised to sign the documents on behalf of

the bidder does not degitally sign the bid offer. 10 A certificate of registration as approved contractor should be attached with

tender. !_P DFgI SMg8=FS8 TZLS[ GM\W6LG]\ 5|DF65+ lGIT SZ[, TFZLB[ ZH] SZJFG]\ ZC[X[P


11

Name of work:-

DECLARATION FORM V[SZFZG]V[SZFZG]V[SZFZG]V[SZFZG]\\ \\ OMD OMD OMD OMD

(i) I/We hereby declare that I/We have visited the site and fully acquainted myself/ourselves

with the local situations regarding materials, labour and other factors pertaining to the

work before submitting this tender. !P C]\ q VD[ VFYL V[SZFZ S~ K]\ q SZLV[ KLV[ S[ VF 8[g0Z ZH] SZTF\ 5C[,F D[P q VD[ :Y/GL D],FSFT ,LWL K[ VG[

SFDG[ ,UTF DF,;FDFG4 DH]Z VG[ ALÒ AFATMG[ ,UTL :YFlGS 5lZl:YTLGL HFTvDFCLTL D[/JL K[P (ii) I /We hereby declare that I/We have carefully studied the conditions of contract,

specifications and other documents of this work and agree for execute the same

accordingly. ZP C]\ q VD[ VFYL V[SZFZ S~ K]\ q SZLV[ KLV[ S[ VF S\8=FS8ZGL XZTMGL lJUTM VG[ 8[g0ZG[ ,UTF N:TFJ[HM

SF/Ò5]J"S VeIF; SIM" K[ VG[ T[ D]HA T[GM VD, SZJF ;\DT K]\ q KLV[P (iii) We agree to receive payments, if delay is due to late receipt of grant in aid from

Government for works. (Applicable toPanchayat works only )

3 lH<,F 5\RFIT TZOYL SZFJJFGF ÀëÜù ±_Ãõ çßÀëßlí ÖßÎ×í çèëÝ ±ÞðØëÞ ÜâäëÜë_ ìäá_Ú ×äëÞë ÀëßHëù ½õ Àßõá ÀëÜù ±_Ãõ ÇðÀäb_ ÀßäëÜë_ ìäá_Ú ×ëÝ Öù Öõ ÇðÀäb_ ìäá_Ú×í áõäëÜë_ ±Üëßí çÜ_Ö Èõ.

4. I have inspected the site and to have satisfied as to the nature of all works, all existing

roads, water-way and other means of communication and access to and from the site and

work and the building that may be required for temporary purpose in connection with the

construction , completion and maintenance of the works and must make his own

inquiries as to work, yard sites and depot, and dumps and as to acquisition of such

additional sites and areas as may be necessary for temporary purpose for constructing,

completing and maintaining the works.

signature of contractor


12

Name of work

DECLARATION CERTIFICATE

(G.R. date 4-2-89 as revised by GR No. TNC. 1 083/668 1/4/C, dated 31-8-1994) DECLARATION CERTIFICATE (G.R. date 4-2-89 as revised by GR. No.TNC –

1083/6681/4/C, dated 31-8-1994)

(iv) I/We hereby declare that my/our near relative are not working in this Division or in its

sub-division as an Ex.Engineer, Deputy Executive Engineer, Assistant Engineer,

Additional Assistant Engineer, overseer, Divisional Accountant, Store, Keeper, Manager

or Atithi/Vishram Gruha and in the circle as a Superintending Engineer in addition for

Panchayat works not working nor having posting as chairman of P.W committee or as

incumbunt in Jilla Panchayat at today. $P C]\ q VD[ VFYL V[SZFZ S~ K]\ q SZLV[ KLV[ S[ DFZFq VDFZF GHLSGF ;UF VF lJEFULI SR[ZLDF\ T[DH T[ C[9/GL

5[8F lJEFULI SR[ZLVMDF\ SFI"5F,S .HG[Z4 GFIA SFI"5F,S .HG[Z4 DNNGLX .HG[Z4 VlWS DNNGLX .HG[Z4 .HG[Z VMJZ;LIZ4 lJEFULI lC;FAGLX :8MZSL5Z4 VlTlY q lJzFDU'CGF D[G[HZ TYF JT]"/ SR[ZLDF\ VlW1FS .HG[ZzL TZLS[ TYF T[ p5ZF\T 5\RFITGF\ SFDM DF8[ lH<,F 5\RFITDF\ AF\WSFD ;lDlTGF\ R[ZD[G S[ lH<,F 5\RFITG VgI 5NFlWSFZL TZLS[ CF, 8[g0Z EZJFGL TFZLB[ SFD SZTF GYL4 S[ CM¡M WZFJTF GYLP

.

signature of contractor


13

General Rules and Directions for the Guidance of

Contractors

SMg8=FS8ZMGF DFU"NX"G DF8[ ;FDFgI lGIDM VG[ ;]RGFVMSMg8=FS8ZMGF DFU"NX"G DF8[ ;FDFgI lGIDM VG[ ;]RGFVMSMg8=FS8ZMGF DFU"NX"G DF8[ ;FDFgI lGIDM VG[ ;]RGFVMSMg8=FS8ZMGF DFU"NX"G DF8[ ;FDFgI lGIDM VG[ ;]RGFVM

1. All works proposed to be executed by the contractor shall be notified in a form of

invitation to tender pasted on a board hung up in the office of the Executive Engineer

and signed by the Executive Engineer. !P SMg8=FS8Z wJFZF SZJF lJRFZ[, TDFD SFDGL HFC[ZFT SFI"5F,S .HG[ZGL SR[ZLDF\ ,8SFI[, AM0" 5Z RM\8F0[,

SFI"5F,S .HG[ZGL ;CLJF/F 8[g0Z D\UFJTF OMD" wJFZF SZJFDF\ VFJX[P

. This form will state work to be carried out as well as the date of submitting and opening

tenders and the time allowed for carrying out the work , also the amount of earnest money to

be deposited with the tender and the amount of the security deposit to be paid by the

successful tenderer and percentage, if any, to be deducted from bill. It will also state whether

a refund of quarry fees, royalties, octroi dues and ground rents will be granted. Copies of the

specifications, designs and drawing and estimated rates, and any other documents, required

in connection with work which shall be signed by the Executive Engineer for the purpose of

identification shall also be open for inspection by Contractor at the office of the Executive

Engineer during office hours. CFY WZJFGF SFDGL T[DH 8[g0Z DMS,JFGL VG[ BM,JFGL TFZLBM VG[ SFDM 5]Z] SZJF DF8[ VF5JFDF\ VFJTL

D]NTGL HF6 OF[D"DF\ SZFX[P J/L 8[g0Z ;FY[ VGFDT D]SJFDF\ AFGFGL ZSD VG[ H[G]\ 8[g0Z :JLSFZFI T[6[ HFDLG VGFDT 5[8[ D]SJFGL ZSD VG[ lA,MDF\YL S5FT SZJFGL SM. 8SFJFZL CMI TM T[ 56 NXF"JJFDF\ VFJX[P J/L 5yYZGL BF6 V\U[GL OL4 ZMI<8L4 VMS8=MIGL ,[6L ZSD VG[ HDLGvEF0FGL ZSD ZLO\0 D/X[ S[ S[D T[ 56 T[DF\ H6FJJFDF\ VFJX[P lJUTM l0hF.GM4 0=M.\U VG[ V\NFHL NZ4 VG];]lR NZ VG[ SFD V\U[ H~Z CMI V[JF H[GF p5Z VM/B DFI[ SFI"5F,S .HG[Z ;CL SZX[ V[JF SM. N:TFJ[HMGL GS,M SR[ZLGF ;DI NZlDIFG SFI"5F,S .HG[ZGL SR[ZLV[ SMg8=FS8ZMG[ HM. HJF DF8[ ZFBJFDF\ VFJX[P

. Where the works are proposed to be executed according to the specifications

recommended by a contractor and approved by a competent authority on behalf of the

Governor of Gujarat, such specifications with designs and drawing shall form part of the

accepted tender. SMg8=FS8Z[ E,FD6 SIF" D]HA GF VG[ U]HZFTGF VFJL ZFHI5F, JTL ;tTF VlWSFZLV[ D\H]Z SZ[, lJUT D]HA

SFD CFY WZJFG]\ lJRFI]" CMI tIF\ l0hF.GM VG[ 0=M.\U ;lCTGL VFJL lJUTM :JLS'T 8[g0ZGM EFU AGL ZC[X[PP

2 The bidder or the perons authorized to sign the documents digitally on behalf of the

bidder shall sign the bid documents. The copy of legal status of bidder (partnership deed

or articles of association of the company) alongwith authority to sign digitally on behalf

of the bidder will be furnished alongwith other documents to be dispatched physically.

Also furnished to details of Annexure-I and concerned proof documents.

3. Receipts for payment made on account of any work, when executed by a firm , shall also

be signed by all the partners except where the Contractors are described in their tender as

a firm in which case the receipts shall be signed in the name of the firm by one of the

partners or by some other person having authority to give effectual receipts for the firm. #P SM. 5[-LV[ SFD SZL VF%I]\ CMI tIFZ[ T[ SFD SZFI[, R]SJ6LGL 5CM\RM 5Z 56 AWFH EFULNFZ[FV[ ;CL SZJFGL

ZC[X[P 5Z\T] H[ 8[g0ZDF\ SMg8=FS8ZMG[ V[S 5[-L TZLS[ NXF"\jIF CMI tIFZ[ V[ 5[-L JTL V[GF SM. EFULNFZ[ S[ 5[-L JTL 5FSL 5CM\R VF5JFG[ VlWS'T V[JL ALHLÒ SM. 56 jIlSTV[ 5CM\RM 5Z ;CL SZJFGL ZC[X[P


4. Any person who submits a tender shall fill up the usual printed form including the

column total according to estimated quantities stating at what percentage above & below

he is willing to undertake each item of the work. Tender which proposes any alteration in

the works specified in the said form of invitation to tender or in the time allowed for

carrying out the work or which contain any other condition of any sort , will be liable to

rejection. No single tender shall include more than one work but contractors who wish to

tender for two or more works shall submit a separate tender for each, Tender shall have

the name and the number of the work (to which they refer ) written outside the envelope. $P 8[g0Z EZGFZ SM. 56 jIlSTV[ V\NFÒ HyYF VG];FZ BFGFGF ;ZJF/F ;lCT ZFA[TF D]HAG]\ KF5[,] OF[D" EZJFG]\

ZC[X[ T[DF\ SFDGL NZ[S AFAT SIF NZ[ :JLSFZJF .rK[ K[ T[ T[D6[ H6FJJFG]\ ZC[X[P 8[g0Z D\UFJJFGF pST OMD"DF\ NXF"J[, SFDDF\ VYJF SFD SZJF VF5[,L D]NTDF\ O[ZOFZ SZJF .rKTF CMI VYJF H[DF\ ALHL SM. 56 5|SFZGL XZT CMI T[JF 8[g0Z V:JLSFI" ,[BFX[P SM. V[S 8[g0ZDF\ V[S SZTF\ JW] SFDGM ;DFJ[X YX[ GCLP 5Z\T] A[ S[ T[YL JW] SFDDF\ 8[g0Z EZJF DFUTF SMg8=FS8ZMV[ NZ[S SFD DF8[ V,U 8[g0Z EZJFGF ZC[X[P

5P 8[g0Z BM,TL JBT[ OST 8[g0Z EZGFZ .HFZNFZM VYJF T[DGF VlWS"T 5|lTlGlWVMG[ H CFHZ ZC[JF N[JFDF\

VFJX[P T[ l;JFIGF VgI SM. .HFZNFZMG[ CFHZ ZC[JF N[JFDF\ VFJX[ GlCP HM 8[g0Z EZGFZ V[S 56 .HFZNFZ S[ T[DGF VlWS'T 5|lTlGlWVM CFHZ G CMI TM 8[|g0Z BM,GFZ VlWSFZL

p5ZF\T VMKFDF\ VMKF V[S JW] VlWSFZL S[ ;\A\lWT ;ZSFZL SR[ZLGF\ ;LGLIZ VlWSFZLGL CFHZLDF\ 8[g0Z BM,JFDF\ VFJX[P VFJF 5|;\U[ 8[g0Z G EI]" CMI T[JF VgI .HFZNFZ S[ T[VMGF 5|lTlGlWVMG[ CFHZ ZC[JF N[JFDF\ VFJX[ GlCP s5ZL5+ S|DF\S 8LV[G;Lv!_)#v$v;4 TFP &q*q)#fP

8[g0Z BM,GFZ VlWSFZL H]NFH]NF 8[g0ZMGL ZSD IMuI OMD"GF T],GFtDS 5+SDF\ GM\WX[P 8[g0Z :JLSFZTF SMg8=FS8Z[ T[GL VM/B ;FY[ VF 8[g0ZDF\ H6FJ[,L lJUTM VG[ ALHF N:TFJ[HMGL GS,M p5Z ;CL SZJFGL ZC[X[P 8[g0Z :JLSFZJFDF\ G VFJ[ tIFZ[ 8[g0Z EZGFZ SMg8=FS8Z GF6F\ 5ZT D?IFGL 5CM\R VF5[ V[8,[ V[D6[ EZ[,L AFGFGL ZSD T[DG[ lZO\0 SZJF lJEFULI VlWSFZL ;\A\lWT lTHMZL VlWSFZLG[ VlWS'T SZX[P

6. The officer competent to dispose off the tenders shall have the right of rejecting all or

any of the tenders. &P 8[g0ZMGM lGSF, SZJFGL ;tTF WZFJTF VlWSFZLG[ AWF\ VYJF SM. 56 8[g0ZGM V:JLSFZ SZJFGM VlWSFZ ZC[X[P 7. No receipt for any payment alleged to have been made by a Contractor in regard to any

matter relating to this tender or the contract shall be valid and binding on Government

unless it is signed by the Executive Engineer. *P VF 8[g0Z S[ SMg8=FS8ZG[ ,UTL SM. 56 AFAT SMg8=FS8Z SZ[,L SC[JFYL SM. R]SJ6LGL 5CM\R 5Z SFI"5F,S

.HG[ZGL ;CL G CMI TM T[ 5CM\R SFIN[;Z VG[ ;ZSFZG[ A\WG STF" ZC[X[ GlCP 8. The memorandum of the work to be tendered for and the schedule of materials to be

supplied by Public Works Department and there rates shall be filled in and completed by

the office of the Executive Engineer before the tender form is issued. If a form issued to

an intending tenderer has not been so filled in and completed, he shall request the said

officer to have it done before he completes and delivers his tender. (P 8[g0ZG]\ OMD" VF5TF\ 5C[,F SFI"5F,S .HG[ZGL SR[ZLG[ H[ SFDGF 8[g0Z DF\UJFDF\ VFJ[ T[ SFDMGL IFNL AF\WSFD

lJEFU[ 5]ZF 5F0JFGF DF, ;FDFGGL VG];}lR VG[ T[GF NZ 8F\SLG[ T[ OMD" ;\5]6" 56[ EZL VF5JFG] ZC[X[P 8[g0Z EZJF DF\UTF SM. SMg8=FS8ZG[ V5FI[,]\ VFJ]\ OMD" 5|DF6[ ;\5]6"56[ EI]" G CMI TM 5F[T[ 5MTFG]\ 8[g0Z 5]Z]5]~ EZLG[ ;M\5[ T[ 5C[,F p5Z D]HA SZL VF5JFGL T[D6[ pST SR[ZLG[ lJG\TL SZJFGL ZC[X[P

9. Under no circumstances shall any Contractor be entitled to claim enhanced rate for any

items in this contract. 9P SM.56 ;\HMUMDF\ VF SMg8=FS8DF\GL SM.56 AFATM DF8[ SM. SMg8=FS8ZG[ JW] EFJ DF\UJFGM CSS ZC[X[ GlCP

a. Every contract shall, unless exempted in writing by the Superintending Engineer

concerned, produce along with this tender a solvency certificate of his financial

ability from the Collector of the district within which he resides or a Banker’s

certificate. If he fails to produce such a certificate his tender will not be

considered.


!_P ;A\lWT VlW1FS .HG[Z ,[lBT D]lST VF5L CMI T[ l;JFI4 NZ[S SMg8=FS8Z[ 5MT[ H[ lH<,FDF\ ZC[TF CMI tIFGF

S,[S8Z 5F;[YL NFZ56FG]\ 5|DF65+ VYJF T[GL VFlY"S ;wWZTF V\U[G]\ A[\gSZG]\ 5|DF65+ 5MTFGF 8[g0Z ;FY[ ZH] SZJFG]\ ZC[X[P VFJ]\ 5|DF65+ ZH] SZJFDF\ T[ lGQO/ HX[ TM T[DG]\ 8[g0Z wIFGDF\ ,[JFX[ GlCP

11 DELETED

12. The measurements of work will be taken according to the usual method in use in the

Public Works Department and no proposals to adopt alternative methods will be

accepted. The Executive Engineer’s decision as to what is the usual method in use in the

Public Works Department will be final. !ZP SFDGF DF5 AF\WSFD lJEFUMGL ZFA[TF D]HAGL 5wWTL4 VYJF 8[SGLS, :5[;LOLS[XGDF\ NXF"jIF VG];FZ ,[JFDF\

VFJX[ VG[ J{Sl<5S 5wWTLVM V5GFJJF V\U[ SM.56 NZBF:T :JLSFZFX[ GCL S. 5wWTL AF\WSFD lJEFUGL ZFA[TF D]HATL K[ T[ V\U[GF SFI"5F,S .HG[ZGM lG6"I VFBZL U6FX[P

13 The Insurance Company’s bond will not be accepted against the security

deposit. !# JLDF\ S\5GLG]\ BT HFDLG VGFDT ;FD[ :JLSFZJFDF\ VFJX[ GCLP 13 A In the event of any error or discrepancy in write up to tender documents the contractor

will not take any undue advantage such error or discrepancy and Engineer in charge

shall have power to interpret and decide correct meaning of construct erroneous writing. 14. The Contractor will have to construct a shed for storing controlled and valuable materials

issued to him under schedule ‘A’ of the agreement at work-site having double locking

arrangement . The materials will then be taken for use in the presence of the Department

person. No materials will be allowed to be removed from the site of work. !$P SZFZGL VG];}lR S C[9/ SMg8=FS8ZG[ VF5JFDF\ VFJ[, lGI\+6 VG[ lS\DTL DF,;FDFG SFDGF :Y/[ ZFBJF DF8[

T[D6[ A[J0F TF/FTL jIJ:YFJF/L V[S KF5ZL AF\WJFGL ZC[X[P T[ 5KL lJEFUGL SM. jIlSTGL CFHZLDF\ p5IMUDF\ ,[JF DF,;FDFG T[DF\YL ACFZ SF-JFGM ZC[X[P SFDGF :Y/[YL SM.56 DF,;FDFG B;[0JF N[JFX[ GCLP

15. No foreign exchange will be released by the Department for the purpose of plant and

machinery required for the execution of the work contracted for. !5P H[G[ DF8[ SMg8=FS8 V5FIM CMI T[ SFD SZJF DF8[ H~ZL %,F8 VG[ I\+ ;FDU|L DF8[ HFC[Z AF\WSFD lJEFU SM. H

lJN[XL C}\l0IFD6 K]8]\ SZX[ GCLP 16. Controlled materials (Essentiality Certificate) !&P lGI\+6 DF,;FDFG sVFJxIS 5|DF65+f

(i) As regard controlled materials, the Public Works Department will help to arrange for

the permit as far as possible and help the Contractor in securing the same. All incidental

charges met with in procuring these materials shall be borne by the Contractor himself.

Though the Public Works Department will help to arrange for the permit as far as

possible and help the Contractor in obtaining the materials, it shall not accept any

responsibility for any loss on account of delay caused to the Contractor while obtaining

the same. !f lGI\l+T DF,;FDFG 5]ZT]\ AF\WSFD lJEFU XSI T[8,L ZLT[ 5ZDL8 DF8[GL jIJ:YFDF\ DNN SZX[ VG[ T[

;]lGl`JT SZJFDF\ SMg8=FS8ZG[ DNN SZX[P VF DF,;FDFG D[/JJFDF\ YI[, TDFD VFG]\QFF\lUS BR" SMg8=FS8Z 5MT[ EMUJX[P AF\WSFD lJEFU 5ZDL8 D[/JJF AG[ T[8,L DNN SZX[ VG[ DF,;FDFG D[/JJF SMg8=FS8ZG[ DNN SZX[4 T[ KTF\ SMg8=FS8ZG[ T[ D[/JJFDF\ SM. lJ,\A YJFG[ ,LW[ SM. lJ,\A S[ G]SXFG DF8[ HFC[Z AF\WSFD lJEFU HJFANFZ ,[BFX[ GCLP (ii)The contractor shall submit to the Executive Engineer on close of every calendar

month the monthly returns in the prescribed forms as to the receipts and actual use of the

controlled materials during the month. Zf NZ[S V\U|[Ò DCLGFG[ V\T[SMg8=FS8Z[ DCLGF NZdIFG lGI\l+T DF,;FDFGGL VFJS VG[ BZ[BZ J5ZFX V\U[ lGIT OMD" D]HAGF DF;LS lGIT5+SM SFI"5F,S .HG[ZG[ DMS,JFGF ZC[X[P


(iii) The contractor shall permit Executive Engineer or his representative to inspect the

stock of the controlled materials stored by him at any time whenever the Executive

Engineer or his representative so desire (s). #f SFI"5F,S .HG[Z VYJF T[GF 5|lTlGlWVM HIFZ[ .rK[ tIFZ[ SMg8=FS8Z[ T[D6[ ;\U|CL ZFB[,M lGI\l+T

DF,;FDFGGM :8MS SM. 56 JBT[ T5F;JFDF\ N[JFGM ZC[X[P 17. The tender for the work shall remain open for period of AS MENTIONED

IN MEMORANDUM OF WORKS (A) Details of Tender, column No. 7 .

days counted from the end date of on line submission of bid and that the

tendered shall not be allowed to withdraw for modified the offer on his on

after handing over the tender to postal authorities for dispatached. During this period if

any tenderer withdraw or makes any modification or edition in the terms and condition of

this tender not acceptable to the Governmen (Executive Engineer, Panchayat Irrigation

Division, Bharuch) than the Government shall without prejudice to any right remedy beat

liberty to forfeite in full the said earnest money absolutely in this connection G.R. , R.& B.

D. No.TNC-II-B- 22 (10) - C dated 24/5/90 should be referred to.

!*P VF SFD DF8[G]\ 8[g0Z .v8[g0ZL\U YL VMG ,F.G ;ADL8 SZJFDF VFJ[ tIFZ AFN 8[g0Z GF 5|F.;AL0 BM<IFGL TFZLBYL

AS MENTIONED

IN MEMORANDUM OF WORKS (A) Details of Tender, column No. 7 . DF NXF"J[, lNJ; DF8[ B]<,]\ ZC[X[ VG[ VF D]NT NZlDIFG VF 8[g0Z EZGFZG[ VF VMOZ :J{rKFV[ 5FKL B[\RL ,[JF S[ T[DF\ O[ZOFZ SZJF N[JFDF\ VFJX[ GlCP VF ;DI 5C[,F HM 8[g0Z EZGFZ T[6[ EZ[,F 8[g0ZGL XZTM VG[ AM,LGM 5FKL B[RL\ ,[ VYJF T[DF\ ;]WFZMq ;]WFZFVM pD[ZMq pD[ZFVM SZ[ H[ ;ZSFZ sHFC[ZFT AF\WSFD lJEFUf G[ :JLSFI" G CMI4 TM CSS S[ .,FHGF 5]J"U|C JUZ ;NZ C]\ AFGFGL 5]ZL ZSD H%T SZJFGL ;ZSFZG[ ;\5]6" :JT\+TF ZC[X[P VF DF8[ !$v5v)_GM DFPDP lJEFUGM 9ZFJ G\P 8LPV[GP;LPVF.vVF.vALvZ_s!_fSP H]VMP 18. DETELETED !)P Z:TF4 5],M4 DSFGM l;l;l;l;\\\\RF. RF. RF. RF. GF SFDGM JS"vVM0"Z .xI] YIF 5KL T]T"H SFDGF :Y/[ SZJFGF SFDGF :5[;LOLS[XG

V\U[GL AM0" SMg8=FS8Z[ 5MTFGF BR[" D]SJFG]\ ZC[X[P !P SFDG]\ GFD ov s SFDGM 5|SFZ f &P ;]5ZJF.hZL :8FOGF GFD ov

ZP lJEFUG]\ GFD ov *P SFD X~ SZJFGL TFZLB ov #P 5[8F lJEFUG]\ GFD ov (P SFD 5]~ SZJFGL TFZLB ov $P 8[g0ZGL ZSD ov )P SFDGF :5[XLOLS[XG ov 5P .HFZNFZzLG]\ GFD ov Z:TFGF SFDM Z:TFGF SFDM Z:TFGF SFDM Z:TFGF SFDM v DF8L SFDGL HF0F. PPPPPPPPPPPPPPPP ;[PDLP v D[8,GF 5|YD :TZGL HF0F. PPPPPPP ;[PDLP v 0FDZGL ;5F8LG]\ SFD PPPPPPPPPPPPPPP ;[PDLP v D[8,GF ALHF :TZGL HF0F. PPPPPPPP;[PDLP s PPPPPPPPPPPPPPPPPPPPPS5RL PPPPPPPPPPPPPPPPPPPPPP U|L8 VG[ PPPPPPPPPPPPPPPPPPPPP 0FDZ JF5ZJFGF[ f v 0FDZGL ;L,L\U ;ZO[;G]\ SFD PPPPPPPPPPPPPPPP ;[PDLP s PPPPPPPPPPPPPPPPPPP S5RL4 PPPPPPPPPPPPPPPPPP U|L8 VG[ PPPPPPPPPPPPPPPPPPPPPPP 0FDZ JF5ZJFGM f 5],GF SFDM 5],GF SFDM 5],GF SFDM 5],GF SFDM vvvv5],GF PPPPPPPPPPPPPPP ,\AF.GF PPPPPPPPPPPPPPP UF/F v 5],GF 5FIGF SMgS|L8G]\ 5|DF6 PPPPPPPPPP s;LD[g84 S5RL4 Z[TL f v 5],GF YF\E,FqV[A8D[g8GF SMgS|L8G]\ 5|DF6PPPPPPP s;LD[g84S5RL4Z[TLf v ;]5Z :8=SRZGF SMgS|L8G]\ 5|DF6 PPPP s;LD[g84 S5RL4 Z[TL f v VgI lJX[QF HMUJF. ÂDSFGGF SFDMÂDSFGGF SFDMÂDSFGGF SFDMÂDSFGGF SFDM v 5FIFGF SMgS|L8G]\ 5|DF6 PPPPPPPPPPPPP s;LD[g84 S5RL4 Z[TL f v .\8MGF R6TZDF\ ;LD[g8qZ[TLG]\ 5|DF6 PPPPPPP s;LD[g8qZ[TLf v EM\IT/LIFGF SMgS|L8G]\ 5|DF6 PPPPPPP s;LD[g84 S5RL4 Z[TL f


v EM\IT/LI[ PPPP ;[PDLP HF0F.GL PPPP ;[PDLP ;F.hGL DMh[S 8F.<; v AFZLAFZ6F v ;FUL ,FS0FGF q :8L, O|[D q VgI VFZP;LP;LPSFDMVFZP;LP;LPSFDMVFZP;LP;LPSFDMVFZP;LP;LPSFDM VFZP;LP;LPSFDDF\ SMgS|L8G]\ 5|DF6 PPPPPPP s;LD[g84 S5RL4 Z[TL f VF SFDGF lJUTJFZ :5[XLOLS[XG GFIA SFI¶5F,S .HG[ZzL PPPPPPP 5[8F lJEFUGL SR[ZLVM VMOL;GF ;DI NZdIFG SM.56 ;DI[ HM. XSX[P VF SFDGF DFl,SL HFC[Z HGTFGL K[P VG[ SFDDF\ SM. 1FlT S[ VlGIlDTTF H6FI TM T[ AFATDF\ ;A\lWT VlW1FS .HG[ZzL PPPPPPPPPPPPPPPPPPPPPPPP JT]¶/ S[ H[VMGL SR[ZL PPPPPPPPPPPPPP :Y/[ K[P T[VMG]\ wIFG NMZJF lJG\TL K[P SFI¶5F,S .HG[Z

Z_ SZFZGFDFDF\ HIF\ HIF\ cc A[gS cc GM p<,[B K[ T[ T[ cc A[gS cc V[8,[ S[ ccXL0I],cc S[ ccZFQ8=LIST A[gS cc H ;DHJLP 21. The buildings under the contract will not be occupied by the contractor for use of his

labourers, staff or for any other purpose, in case of breach of this condition market rent

will be recovered for the area unauthorized occupied. Z!P SMg8=FS8Z C[9/GF\ AF\WSFDGF\ DSFGMGF[ p5IMU .HFZNFZ 5FTFGF DH]ZM4 :8FO S[ VgI SM. C[T] DF8[ SZL XSX[ GlCP

GM VF XZTGM E\U SZJFDF\ VFJX[ TM DFS["8 Z[g8 5|DF6[ T[8,L HuIFG]\ EF0] J;], SZJFDF\ VFJX[P ZZP 8[g0Z HM0[GF V[G[1FZ 5 TYF & DF\ SMg8=FS8Z[ ;FRL DFCLTL SF/HL5]J"S VF5JLP VF DFCLTLGF VFWFZ[SMg8=FS8ZGF

EFJM GLRF CMJF KTF T[ lJRFZ6F C[9/G]\ SFD ;DIvDIF"NFDF\ SZL XSJF ;1FD K[ S[ S[D VG[ T[GL VMOZ ;F{YL GLRL VG[ H~ZLIFT VG]~5 K[ S[ S[D T[ AFAT GSSL SZJFDF\ VFJX[P


18 TENDER FOR WORK –

SFD DF8[G]SFD DF8[G]SFD DF8[G]SFD DF8[G]\\ \\ 8[g0Z 8[g0Z 8[g0Z 8[g0Z

I/ We hereby tender for the execution for the Governor of Gujarat ( hereinbefore

and hereinafter referred to as Government) of the work specified in the underwritten

memorandum within the time specified in such memorandum at + .........

............................................................................................ Percent below / Above the estimated

rates specified in Schedule ‘B’ (memorandum showing item of works to be carried out )

and in accordance in all respects with the specifications, designs, drawings and instructions

in writing referred to in this tender and in Clause 13 of the annexed conditions of contract

and agree that when materials for the work are provided by Government , such materials

and the rates to be paid for them shall be as provided in scheducle ‘A’ hereto. VFYL C]VFYL C]VFYL C]VFYL C]\\ \\ q VD[] ;G];}lR cBc CFY WZJFGF SFDGL AFATM NXF"JTL IFNLDF q VD[] ;G];}lR cBc CFY WZJFGF SFDGL AFATM NXF"JTL IFNLDF q VD[] ;G];}lR cBc CFY WZJFGF SFDGL AFATM NXF"JTL IFNLDF q VD[] ;G];}lR cBc CFY WZJFGF SFDGL AFATM NXF"JTL IFNLDF\\ \\ lGlN"Q8 IFNLDF lGlN"Q8 IFNLDF lGlN"Q8 IFNLDF lGlN"Q8 IFNLDF\\ \\ 9Z 9Z 9Z 9ZFJ[, D]NTGL VFJ[, D]NTGL VFJ[, D]NTGL VFJ[, D]NTGL V\\\\NZ VG[ VF 8[g0ZGL NZ VG[ VF 8[g0ZGL NZ VG[ VF 8[g0ZGL NZ VG[ VF 8[g0ZGL ;FY[ HM0[,L SMg8=FS8ZGL XZTMGF B;FY[ HM0[,L SMg8=FS8ZGL XZTMGF B;FY[ HM0[,L SMg8=FS8ZGL XZTMGF B;FY[ HM0[,L SMg8=FS8ZGL XZTMGF B\\\\0 !# DF0 !# DF0 !# DF0 !# DF\\\\ H6FJ[,L ,[lBT lJUTM4 l0hF.GM4 0=M. H6FJ[,L ,[lBT lJUTM4 l0hF.GM4 0=M. H6FJ[,L ,[lBT lJUTM4 l0hF.GM4 0=M. H6FJ[,L ,[lBT lJUTM4 l0hF.GM4 0=M.\\\\U VG[ ;]RGFVM VG];FZ AWL ZFT[4 GLR[ U VG[ ;]RGFVM VG];FZ AWL ZFT[4 GLR[ U VG[ ;]RGFVM VG];FZ AWL ZFT[4 GLR[ U VG[ ;]RGFVM VG];FZ AWL ZFT[4 GLR[ H6FJ[,L IFNLDFH6FJ[,L IFNLDFH6FJ[,L IFNLDFH6FJ[,L IFNLDF\\ \\ NXF"J[,] NXF"J[,] NXF"J[,] NXF"J[,]\\ \\ SFD SZJF DF8[ U]HZFTGF ZFHI5F, sH[DG[ VCL SFD SZJF DF8[ U]HZFTGF ZFHI5F, sH[DG[ VCL SFD SZJF DF8[ U]HZFTGF ZFHI5F, sH[DG[ VCL SFD SZJF DF8[ U]HZFTGF ZFHI5F, sH[DG[ VCL\\\\ VUFp VG[ CJ[ 5KL c;ZSFZc TZLS[ H6FJ[, K[Pf VUFp VG[ CJ[ 5KL c;ZSFZc TZLS[ H6FJ[, K[Pf VUFp VG[ CJ[ 5KL c;ZSFZc TZLS[ H6FJ[, K[Pf VUFp VG[ CJ[ 5KL c;ZSFZc TZLS[ H6FJ[, K[Pf DF8[ 8[g0Z ZH] SZ] K]DF8[ 8[g0Z ZH] SZ] K]DF8[ 8[g0Z ZH] SZ] K]DF8[ 8[g0Z ZH] SZ] K]\\ \\ q SZLV[ KLV[ VG[ T[ q SZLV[ KLV[ VG[ T[ q SZLV[ KLV[ VG[ T[ q SZLV[ KLV[ VG[ T[ SFD DF8[ ;ZSFZSFD DF8[ ;ZSFZSFD DF8[ ;ZSFZSFD DF8[ ;ZSFZ TZOYL DF,;FDFG 5]ZM 5F0JFDF\ VFJ[ tIFZ[ T[ DF,;FDFG VG[ T[DF8[ R]SJJFGF NZ ;FY[GL VG];}lR cSc DF\ HMUJF/VM SIF" D]HAGL ZC[X[ T[ DG[q VDG[ SA], K[P

* Strike out which ever is not applicable * ,FU] G 50T]\ CMI T[ K[SL GF\BJ]\ + In figures as well as words * VF\S0F T[DH XaNMDF\


19

(À) É\Øë É\Øë ÕõËë ÀëÜùÞù çÜëäõå ÀßëÝù èùÝ Öù ÖõÞí ìäÃÖ (1) çëÜëLÝ äHëýÞ D]bI 5]Q9 4 5FGF G\P ! sV[Sf T[DH VG];]lR v B s Schedule- Bf DF\

NXF"jIF D]HA ±áÃ ÝëØíÜë_ ±ëÕäí. (Â) ±_Øë° ìÀoÜÖ wë. D]bI 5]Q9 4 5FGF G\P ! sV[Sf T[DH VG];]lR v B s Schedule- Bf DF\

NXF"jIF D]HA (Ã) ÚëÞëÞí ßÀÜ 1 ËÀë wë. ( As per Memorandum of works, (A) Details of tender Col. No. 4 ) (Ô) ½ÜíÞ ±ÞëÜÖ(Õë_Ç ËÀë) (Ô) (1) çßØëß çßùäß ÞÜýØë ìÞÃÜÞí ±õÀ À õ Öõ×í äÔð JQF"GL ÜðØÖäëâí (ÍíÕù{íË VävÕõ) ±×äë ÞëÞí ÚÇÖ VävÕõ (S], ÍíÕù{íË ßÀÜÞë 50 ËÀë çðÔí) s2.5 ËÀë wë. EZJFGL ZC[X[f (Ô) (2) ³½ßØëßÞë ìÚáùÜë_×í 10 ËÀë çðÔí ÀÕëÖ ßÀÜ (À<á ÍíÕù{íË 50 ËÀë çðÔí Éõ ßÀÜ çßØëß çßùäß ÞÜýØë ìÞÃÜÞí Úë_Ôí ÜðØÖÞí ×ëÕHë Üë_ ÍíÕù{íË VävÕõ Àõ ÞëÞí ÚÇÖ VävÕõ Îõßäí åÀåõ. 2.5 ËÀë wë. (Ç) ±ÞðçðìÇÖ ÚõLÀÞðð_ ÕßÎùÜLç ÚùLÍ(vìÕÝë 15 áëÂ µÕßÞë ÀëÜÜë_ ±_Øë° ìÀÜÖÞë 5 ËÀë áõÂõ) ZC[XP[P 5 ËÀë wë.. 10 ËÀë wë

Vode & B B G.R. No. TNC - 10881 B/f(13) /C dated 5/4/1993 & revised vide G.R. No. TNC-

1088/IB/18(13)-C, dated. 31/8/1994

Ô (1) ÂÇý −ÜëHëõ ÜëÕ áõÖë ÀëÜ ±ÍÔð ×ëÝ IÝëßõ ½ÜíÞ ±ÞëÜÖ ÖßíÀõ ±õäí À<á ßÀÜ Õðßë ×³ ßèõ Öõ ÜëËõ ìÚáùÜë_×í Àù³ ËÀëäëßí ÀÕëÖ ÀßäëÞí ßèõÖí èùÝ Öù Öõ 5 ËÀë ßèõåõ.

Ô (2) ÎÀßë Ç(1) ÜðÉÚ ìÚáÜë_×í ÀëÕõá ßùÀÍ ½ÜíÞ ±ÞëÜÖ ÞëÞí ÚÇÖ −ÜëHëÕhë Àõ ±õÎ.Íí.±ëß. Üë_ wÕë_Öß Àßëäí åÀëåõ ±ë

ÜðÉÚÞí vÕë_Ößí ½ÜíÞ ±ÞëÜÖ Ö×ë ÀßëßÞëÜð ÀßÖí äÂÖõ ßÉ\ Àßõá TÝëÉ\Àí ½ÜíÞ ±ÞëÜÖÞí ÜðØÖ ÕëÀÖë ±õÀ ÜìèÞë ±Ãëµ ÀùLËÿëÀËß áõìÂÖ ÉHëëäåõ Öù Öõ ±ÞëÜÖ ÀùLËÿëÀËß ÉHëëäõ ÖõËáë çÜÝ ÜëËõ ßíLÝð Àßëäí ±Õëåõ.

(t) Time allowed for the completion of work from date of written order to commence

(È) ÀëÜ åv ÀßäëÞí áõìÂÖ èðÀÜÜë ìÞÝÖ Àßõáí ÖëßíÂ×í Õðv Àßäë ÜëËõ ±ëÕõáí ÜðØÖ

Give Schedule where necessary, showing dates by which the various items are to be completed.:

Éõ ÖëßíÂù çðÔíÜë_ É\Øí É\Øí ÚëÚÖù Õðßë ÀßäëÞí èùÝ Öõ ÖëßíÂù ØåëýäÖí ±ÞðçðìÇ Évß èùÝ IÝë ±ëÕäí.

(g) If this tender be accepted, I /We hereby agree to abide by fulfill all the terms and provisions

of the conditions of the contract annexed here to so far as applicable and in default there of

to forfeit and pay to Government in Office the sums of money mentioned in the said

conditions.

(É) ±ë ËõLÍß VäíÀëßäëÜë_ ±ëäåõ Öù áëÃð ÕÍÖí èåõ IÝë çðÔí ±ë çë×õ ½õÍõáí ÀùLËÿëÀËÞí ÚÔí åßÖùÞí ½õÃäë³±ùÞð_ ÕëáÞ Àßäë ±Þõ ÖõÞõ ÕìßÕðHëý Àßäë èð_/ ±Üõ Ú_Ôëµ È\_./Ú_Ôë³ Èí±õ ±Þõ ÖõÜ ÀßäëÜë Àçðß ×Ýõ µÀÖ åßÖùÜë_ Øåëýäõá ßÀÜ çßÀëßÜë_ ÉÜë Àßëääë ±Þõ ÇðÀääë èð_ / ±Þõ ç_ÜÖ ×ëµ È\_./ ×³±õ Èí±õ.

MEMORANDUM - ÝëØí


1/We not deposit the full amount of security deposit specified in the above memorandum in

accordance with Clause I of the said condition, the EMD, the full of value which is to be

absolutelly forfeited by the government.

Details of Contractor x ÀùLËÿëÀËß x ...............................................................................

...........................................................................................................................................................

..................................

Address / çßÞëÜð ..........................................................................................................

........................................................................................................................................

Dated the .......................... Day of ....................200 ...............200

Details of (Witness)/ çëZëí ............................................................................................ .....................................................................................................................................

Address (çßÞëÜð) _______________________________________________

Occupation (Ô_Ôù) ______________________________________________

The tender is hereby accepted be me on behalf of the Governor of Gujarat

EXECUTIVE ENGINEER (or his authorized assistant ......................................... Division

x Signature of Contractor before submission of tender ËõLÍß ßÉ\ ÀßÖë Õèõáë ÀùLËÿëÀËßÞí çèí Note : The normal rate of Security Deposit is 5 percent for works up to Rs. 15 lacs and further 5

% as performance bound for work above Rs. 15 Lacs. Out of 5 % of ecurity Deposit 50 % is

Plauable at the time of acceptance of tender and the balance by deduction from progress bills .


21

TERMS & CONDITIONS OF CONTRACT

CLAUSE 1 : Security Deposit :

The person/persons whose tender is accepted (hereinafter called the “Contractor” which

expression shall, unless excluded by, or repugnant to the context include his Legal heirs,

executors, administrators and assigns ) shall (a) Deposit with the Executive Engineer a sum

sufficient to make up the full security deposit specified in the tender in cash or Government

securities ( as mentioned in para 208 of Gujarat Public Works Department Manual Vol.1 ) duly

transferred in the name of the Executive Engineer or fixed deposit receipts of Term Deposits of

Narmada Project in the name of the Executive Engineer within a period of 10 days from the date

of receipt of the Notification of his tender , or (b) (I) deposit fifty percentage of the total

security deposits as specified in the tender form with the Executive Engineer in Cash or in form

of small saving schemes or securities of Sardar Sarovar Narmada Nigam or F.D. Rs. Of

scheduled bank, However, the Contractor can deposit twenty five percentage of total security

deposit in the form of Govt. security (as mentioned in para 208 of Gujarat Public Works

Department Manual Vol. 1) or Term Deposits of Narmada Project duly transferred in the name

of the Executive Engineer, or fixed deposit receipts in the name of the Executive Engineer

within a period of ten days form the date of receipt of notification of acceptance of his tender . if

the security deposit is not paid within the above specified time, no work order will be issued till

the issue about delay is finally decided by the competent authority . (b) (ii) The Government

shall be deemed to have been authorised to deduct the balance of fifty percentage of the security

deposit as specified in the tender form from the amounts that become payable to the contractor

for the work done under the contract from time to time, such deduction shall not exceed ten

percentage of the amount so payable and the whole amount paid in cash or by way of deduction

shall be held by Government by way of security deposit. For the works whose estimated amount

is more than rupees fifteen lacs, the Contractor shall have to give the performance bond of any

schedule bank equivalent to five percentage of the estimated amount put to tender along with the

initial security deposits. All compensation, Liquidated damages or other sums or money payable

by the contractor to Government under the terms of this contract shall be deducted from or

recouped by the realization of a sufficient part of his security deposit, or from the interest arising

there from or performance bond or from any sums which may due or may become due by

Government to the Contractor on any account whatsoever and whether in respect of this

contract, any other contract, or otherwise . in the event of his security deposit being reduced by

reason of any such deduction or recipient as aforesaid, the contractor shall within ten days

thereafter, make good in cash or in Government securities transferred as aforesaid any sum or

sums required to make good the shortfall in the amount of the security deposit. The security

deposit , when paid as above shall at the cost of the depositor, be converted into interest bearing

Government securities in the name of Executive Engineer provided that the depositor has

expressly desired this in writing. This is subject to the condition that twenty five percentage of

the total security deposit must be held in the form of small saving Schemes or Term Deposits of

Narmada Project. If the full amount of the security deposit to be paid as above within the period

specified above, is not paid the tender/contract already accepted shall be considered as

cancelled and legal steps shall be taken against the contractor for recovery of the amounts.


Fifty percent of the security deposit along with performance bond shall become refundable

within 75 days after the final completion certificate is issued as per clause -7.All dues under this

contract or other contract, or otherwise, shall be recovered from the aforesaid amount of fifty

percentage of the said security deposit and the balance shall be refunded within fifteen days after

the final certificate is issued as per clause 7. The remaining fifty percentage of the security

deposit shall be refunded after the expiry of the Defect Liability period as per clause 17 and 17-

A after deducting there from the amount of expenses, if any, due to Government under this

contract. (See Performance bond on page no. 44)

CLAUSE 2 : Liquidated damages for delay :-

(i ) If the Contractor fails to complete the work under contract by the stipulated date, he shall

pay liquidated damages of at the rate of 0.1 percentage of the contract value per day from the

date of delaying the said work upto the date of completion and handing over to the Government.

(ii ) However also if the contractor fails to complete any part of the work as designed in

Schedule (c) by the time indicated against such part, he shall pay Liquidated damages per day

from the date of delaying the said part of the work up to the date of completion of the said

designated part at the rates shown in the said schedule of the contract value of such part for such

failure till the said designated part. is completed.

* AS corrected vide B & CD GR No. TNC – 1091 – 1B – 10 / (11) – C, dated 29-06-92.

(iii) The aggregate maximum of liquidated damages payable under clause No.2 Shall not exceed

0.10 Percentage of contract value per day and shall be subject to the maximum amount of ten

percentage of the estimated amount put to tender.

(iv) Delays requiring payment of ten percentage liquidated damages of the amount put to tender

for performance shall be sufficient causes for termination of contract and for forfeiture of

security deposit including amount of performance bond in respect of works estimated to cost

more than Rs.15 lacs, for. Performance and registration of the contractor shall also be kept in

abeyance for three years from the date as fixed in all cases. (See Schedule©)

CLAUSE 3 : Default by Contractor :

If the Contractor shall neglect on fail to proceed with the work with due diligence or if he

violates any of the provision of the Contract, the Engineer – in –charge small give the Contractor

a notice, identifying deficiencies in performance and demanding corrective action. Such notice

shall clearly state that it is given under the provision of this clause. After service of such notice,

the contractor shall not remove any plant, equipment and material from the site. The

Government shall have a lien on all such plant, equipment and material from the date of such

notice till the said deficiencies have been corrected as mentioned in the said notice.

If the contractor fails to take satisfactory corrective action within ten days after receipt of such

notice, the Engineer-in-charge on behalf of Governor of Gujarat shall terminate the contract in

whole. In case the entire contract is terminated, the amount of security deposit and performance

bond if any together with the value of the work done but not paid for, shall stand forfeited to the

Government. The plants, equipment and materials, held under this clause shall then be at the

disposal of the Government to recover the amount equivalent to the liquidated damages and

registration of the contractor shall be kept in abeyance for three years from the date as fixed in

all such cases.

The Engineer-in –charge if necessary shall direct that a part or the whole of such plant,

equipment and material be removed from the site within a stipulated period. If the Contractor

fails to do so, the Engineer-in-Charge shall cause them or any part of them to be sold holding the

net proceeds of such sale to the credit of the Contractor. After settlement of accounts, the lien by

the Government of the contractor’s remaining plant equipment and balances of materials shall be

released.


Termination of the contract in whole shall be an adequate authority for the Engineer-in-charge to

demand discharge of the obligations from the guarantor s of the security for the

performance.(Schedule - C)

CLAUSE 4 : Action when the progress of any particular portion of the work is

unsatisfactory

If the progress of any particular portion of the work under Contract is unsatisfactory, the

Engineer-in-charge shall, notwithstanding that the general progress of the work is satisfactory, in

accordance with Clause 2 be entitled to take necessary action under Clause 3 after giving the

Contractor ten day’s notice in writing and the contractor shall have no claim whatsoever for any

compensation for any loss caused to him due to such action.

(Clause 1,2,3 and 4 are substituted vide GR NO. TNC –1091/IB-10/(11)-C , dated 15-10-

91& modified by GR dated 29-10-91 & G.R. No TNC – 1088/IB/18(13) – C dtd 31/8/94 and

no TNC-10/2002-14-C dated 28/4/03 and 10-9-03)

CLAUSE 5 Non exercise of powers under clause 3 not a waiver

In any case in which any of powers conferred upon the Engineer-in-charge by clause-3 hereof

shall have become exercisable and the same shall not have been exercised, the non-exercise

thereof shall not constitute a waiver of any of the conditions hereof and such powers shall not

with standing be exercisable at any future date.

CLAUSE 5 A: A Powers to seize tools, plants, machineries, materials and stores of the

contractor on invocation of clause 3

In the event of the Engineer-in –charge taking action under clause 3, he may if so desire take

possession of all or any tools, plants, machineries materials and stores in or upon the work or the

site there of or belonging to the contractor or procured by him and intended to be used for the

execution of the work or any part thereof, by paying or allowing for the same in account at the

contract rate or in case of contract rates not being applicable at such reasonable rate, as may be

comparable to current market rates where ascertainable of similar articles and comparable

condition, to be certified by the Engineer-in-charge. In the alternative the Engineer-in-charge

may by notice in writing to the contractor or his clerk of the works foreman or other authorised

agent require him to remove such tools, plants, machineries, materials or stores from the

premises within a time to be specified in such notice and in the event of the contractor failing to

comply with any such requisition , the Engineer-in-charge may remove them at the contractor’s

expenses or shall remove them by auction or private sale at the risk and cost of the contractor in

all respects, and the certificate of the Engineer-in-charge as to the expenses of any such removal

and the amount of the proceeds and expenses of any such removal shall be final and conclusive

against the contractor.

CLAUSE 6: Extension of time :

If the contractor shall desire an extension of the time for completion of the work on the ground

of his having been unavoidably hindered in its execution or any other ground he shall apply in

writing to the Engineer-in-charge before the expiration of the period stipulated in the tender or

before the expiration of 30 days from the date on which he was hindered whichever is earlier

and the Engineer-in-charge may, if in his opinion, believe that there are reasonable grounds for

granting an extension, grant such extension as he thinks necessary or proper. The decision of the

Engineer-in-charge in this matter shall be final

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VlE5|FI V[JM YTM CMI S[4 D]NT JWFZJF JFHAL SFZ6 K[ TM T[DG[ CJF,FGF .HG[ZG[ ,[lBT VZHL SZJFGL ZC[X[ VG[ SFDGF CJF,FGF .HG[ZGM VlE5|FI V[JM YTM CMI S[4 D]NT JWFZJF JFHAL SFZ6 K[ TM T[DG[ H~ZL S[ IMuI H6FI T[ D]HA JWFZL VF5X[P VF AFATDF\ SFDGF CJF,FGF .HG[ZGM lG6"I VFBZL U6FX[P CLAUSE 7 : Final Measurements and Final bill on completion of work As soon as the work is completed the contractor shall give a notice of such completion to the

Engineer-in-charge and on receipt of such notice the Engineer-in-charge shall inspect the work

and if he is satisfied that the work is completed in all respect then :-

(i)For all works costing uptoRs.50 lakhs (amount put to tender) the final measurements shall be

recorded within 45 days from the date of physical completion of the work and the final bill shall

be prepared within 45 days from the date of recording final measurement ., The completion

certificate shall be issued within one month from the date of final measurement subject to the

contractor fulfilling his obligation as provided in the contract and subject to the work being

complete in all respects.

(ii) In respect of works costing more than Rs.50 lakhs (amount put on tender), the final

measurements shall be recorded within 75 days from the date of physical completion of the work

and the final bill shall be prepared within 75 days from the date of recording final measurements

subject to the contractor fulfilling his obligations as provided in the contract and subject to the

work being complete in all respects.

When separate period of completion have been specified for items or groups of items, the

Engineer-in-charge shall issue separate completion certificate for such items or groups of items .

No certificate of completion shall be issued nor shall the work be considered to be complete till

the contractor shall have removed from the premises, on which the work has been executed, all

scaffolding, sheds and surplus materials, except such as are required for rectification of defects;

rubbish and all huts and sanitary arrangements required for his workmen on the site in

connection with the execution of the work, as shall have been erected by the contractor for the

workmen and cleared all dirt form all parts of building(s) in, upon or around which the work has

been executed or of which he may have possession for the purpose of the execution thereof and

cleared floors, gutters and drains, cased doors and sashes, oiled locks and fastenings labeled

keys clearly and handed them over to the Engineer-in-charge or his representative and made the

whole premises fit for immediate occupation or use to the satisfaction of the Engineer-in-charge

. if the contractor shall fail to comply with any of the requirements of these conditions as

aforesaid, on or before the date of completion of the works, the Engineer-in-charge may , at the

expenses of the contractor, fulfill such requirements and dispose of the scaffolding, or surplus

materials and rubbish etc. as he thinks fit and the contractor shall have no claim in respect of any

such scaffolding or surplus materials except for any sum actually released by the sale thereof

less the Cost of fulfilling the requirements and any other amount that may be due from the

contractor. If the expenses of fulfilling such requirements is more than the amount realised such

disposal as aforesaid the contractor shall forthwith, on demand, pay such excess. The Engineer-

in-charge shall also have the rights to adjust the amount of excess against any amounts that may

be payable to the contractor.

CLAUSE 8: Intermediate and Final payments

No payment shall be made for any work, estimated to cost less than rupees one thousand till

after the whole of the said work shall have been completed and a certificate of completion given.

But in the case of works estimated to cost more than rupees one thousand, the contractor shall on

submitting a monthly bill therefore, be entitled to receive payment proportionate to the part of

the work then approved and passed by the Engineer-in-charge, whose certificate of such

approval and passing of the sum so payable shall be final and conclusive against the contractor.,

All such intermediate payments hall be regarded as payments by way of advance against the

final payments only and not as payments for work actually done and completed and shall not

preclude the Engineer-in-charge from requiring gad, unsound, imperfect or unskilled work to be

removed and taken away and reconstructed or re-erected, nor shall any such payment be


considered as an admission of the due performance of the contractor or any part therefore in any

respect or the accruing of any claims, nor shall it conclude, determine, or affect in any way the

power of the Engineer-in-charge as to the final settlement and adjustment of the accounts or

otherwise or in any other way vary or effect the contract. The final bill shall be submitted by the

contractor within one month of the completion of the work , otherwise the Engineer-in-charges

certificate of the measurements and of the total amount payable for the work shall be final and

binding on all parties.

CLAUSE 9 : Payment at reduced rates The rates for items of works shall be valid only when the items concerned is accepted as having

been competed fully in accordance with the sectional specifications. In cases where the items of

work are accepted as not so completed, the Engineer-in-charge may make payment on account

of such items at such reduced rates as he may consider reasonable in preparation of final or on

account bill.

CLAUSE 10 : Bills to be submitted monthly :

A bill shall be submitted by the contractor each month on or before the date fixed by the

Engineer-in-charge for all works executed in the previous month and Engineer-in-charge shall

take or cause to be taken the requisite measurements for the purpose of having the same verified

and the claim, so far as it is admissible, shall be adjusted, if possible, within ten days from the

presentation of the bill. If the contractor does not submit the bill within the time fixed as

aforesaid, the Engineer-in-charge may depute a subordinate to measure up the said work in the

presence of the contractor or his duly authorised agent whose countersignature to the

measurement list shall be sufficient warrant and the Engineer-in-charge may prepare a bill from

such list which shall be binding on the contractor in all respects.

BBBB\\\\0 !_ o lA, NZ DCLG[ ZH] SZJF AFAT o 0 !_ o lA, NZ DCLG[ ZH] SZJF AFAT o 0 !_ o lA, NZ DCLG[ ZH] SZJF AFAT o 0 !_ o lA, NZ DCLG[ ZH] SZJF AFAT o VFU,F DF;DF\ SZL VF5[,F AWF SFD DF8[ CJF,FGF .HG[Z[ GSSL SZL CMI T[ TFZLB[ VYJF T[ 5C[,F NZ DCLG[ SMg8=FS8Z[ AL, ZH] SZJFG]\ ZC[X[ VG[ V[ SFDGL BZF. SZJFGF p¡[XYL CJF,FGF .HG[Z H~ZL DF5 ,[X[ VYJF ,[J0FJX[ VG[ XSI CX[ TM AL, ZH] YIFGF N; lNJ;GL V\NZ D/JF5F+ ZSDGM lC;FAD[/ SZJFDF\ VFJX[P p5Z H6FjIF D]HAGF lGIT ;DIGL V\NZ SMg8=FS8Z AL, ZH] GCL SZ[ TM CJF,FGF .HG[Z 5FTFGF TFAFGF SM. 56 VlWSFZLG[ SMg8=FS8Z[ VlWS'T SZ[, V[Hg8GL CFHZLDF\ pST SFDG]\ DF5 ,[JF DMS,X[ VG[ T[JL DF5IFNL 5ZGL SMg8=FS8ZGL S[ T[GF V[Hg8GL ;CL4 T[GF VG]DMNG DF8[ 5]ZTL U6FX[ VG[ CJF,FGF .HG[Z VFJL IFNLDF\YL AL, AGFJX[4 H[ SMg8=FS8ZG[ AWL AFATDF\ A\WGSTF" ZC[X[P CLAUSE 11 : Bills and rates payable

The contractor shall submit all the bills on the printed forms to be had on application at the

office of the Engineer-in-charge. The charges to be made in the bills shall always be entered at

the rates specified in the agreement or at the partly reduced rates subject to the approval by the

Engineer-in-charge in the case of items not completed/executed as per agreements or in the case

of any extra work ordered in pursuance of these conditions and not mentioned or provided for in

the tender, at the rate here in after provided for such work .

CLAUSE 12 : Materials to be supplied by the Department

If the specification of the work provides for the use of any special description of materials to be

supplied from the Departmental Store or if it is required that the contractor shall use certain

stores to be provided by the Engineer-in-charge (such materials and stores and the prices to be

charged therefore as here in after mentioned being so far as practicable for the convenience of

the contractor but not so as in any way to control the meaning or effect of this contract specified

in the schedule or memorandum here to annexed) the contractor shall be supplied with materials

and stores as may be required from time to time to be used by him for the purpose of the

contract only, and the value of the full quantity of materials and stores so supplied shall be set

off or deducted from any sum then deposit, or the proceeds of sale thereof, if the deposit is held

in govt. Securities , the same or a sufficient portion thereof shall, in that case be sold for the

purpose . All materials supplied to the contractor shall remain the absolute property of Govt. and

shall on no account be removed from the site of the work, and shall at all time, be open to

inspection by the Engineer-in-chare. Any such materials, unused and in perfectly good condition


at the time of completion or termination of the contract , shall be returned to the Departmental

store if the Engineer-in-charge so requires by a notice in writing given under his hand, but the

contractor shall not be entitled to return any such materials except with the consent in writing of

the Engineer-in-charge and he shall have no claim for compensation on account of any such

material supplied to him as aforesaid but remaining unused by him or for any wastage in or

damage thereto.

For materials provided in schedule-A and consumed in excess quantities, the rates provided in

Schedule A shall be increased/executed corresponding to the increased/decrease in the new rate

payable for excess quantity as compared to the tender-rates. The rate for materials provident in

extra items will be the issue rates plus storage charge ruling on the date of issue of such quantity

of materials.

CLAUSE 12A :Consumption and return of materials supplied by the Department

The contractor shall be entitled to use the materials supplied by the Department only to the

extent of quantities of such materials required for execution of the work as per theoretical

calculations. The Engineer-in-charge may however, on being satisfied that a large quantity of

such materials is required for the execution of the work, permit the contractor to use such large

quantity of the materials, Such permission shall be given in writing.

The contractor is bound to return in good condition such materials issued in excess of the

requirements so worked out or in excess of the quantities so permitted to be used by the

Engineer-in-charge if the contractor fails to return such extra materials within a period of 15

days from the date of the demand in writing of such materials being made by the Engineer-in-

charge , he shall be charged for the excess materials at double the issue-rates for such materials

specified in Schedule A of the contract Agreement.

CLAUSE 12B: Safe custody of materials supplied by the Department All stores and materials such as cement, if the consumption of which exceeds 25 tons and steel

etc. supplied to the contractor by Government shall be kept by the contractor in separate godown

provided with a double lock. The key of one of the lock shall remain with the Engineer-in-

charge or his agent. The godown shall be accessible to the Engineer-in-charge or his agent at all

times. No materials shall be allowed to be removed from the site of the work and any material

required for the execution of the work shall be taken out from the godown only in the presence

of a duly authorised agent of the Engineer-in-charge.

CLAUSE 13: Drawings, Designs, Instructions of the Engineer-in-charge and

specifications, order of precedence in case of discrepancies (1) The contractor shall execute the whole and every part of the work in the most substantial and

workman-like manner and both as regards materials and in other respects in strict accordance

with specifications.

The contractor shall also confirm exactly, fully and faithfully to the design, drawings and

instructions in writing for the work signed by the Engineer-in-charge . the design and the

drawings shall we lodged in the office of the site Engineer-in-charge to which the contractor

shall be entitled to have access for the purpose of inspection at such office during office hours.

Where the instructions referred to above are not contained in separate letters addressed to the

contractor the same shall be recorded in the work-order book, which shall be maintained and

kept on the site of the work. The contractor shall be required to sign such entries in the work-

order book in token of having noted the instructions. However, if the contractor fails to sing the

work-order book for any reason whatsoever, the entry of the instructions in the work-order book

shall be deemed to be the due notice to him of the said instructions. The work-order book shall

be open for inspections to the contractor on the site of the work during office hours.

(2) The contractor will be entitled to receive one copy of the accepted tender along with the

work order free of cost and will also be entitled to receive three sets of contract and working

drawings according to the progress of work as and when needed, free of cost.


(3) The several documents forming the contract are essential parts of the contract and

requirements occurring in one is binding as through occurring in all. They are intended to be

mutually explanatory and complimentary and to describe and provide for a complete work.

In the event of any discrepancy in the several documents forming the contract or in any one

documents, the following order of precedence should apply.

(a) Dimension and quantities : (i) Drawings (ii) Schedule-B of the Tender form (iii)

specification.

On drawings, figures dimensions, unless obviously incorrect, will be followed in preference to

scaled dimensions.

(b) Description : (I) Schedule-B of the Tender form :- (ii) Drawings (iii) Specifications.

In the case of effective description or ambiguity, the Engineer-in-charge is entitled to issue

further instructions directing in what manner the work is to be carried out. The contractor cannot

take any advantage of any apparent error or omission in drawings or specifications and the

Engineer-in-charge shall be entitled to make corrections and interpretations as necessary to

fulfill the plans and specifications.

CLAUSE 14.1 : Excess over Tender Quantities, Extra Items and Variations The Engineer-in-charge shall have power to make any alterations in or addition to the original

specifications, drawings, designs and instructions that may appear to him to be necessary or

advisable during the progress of the work and the contractor shall be bound to carry out the work

in accordance with any instructions in this connection which may be given to him in writing

signed by the Engineer-in-charge and such alternation shall not invalidate the contract and

additional work which the contractor may be directed to do in the manner above specified as part

of the work shall be carried out by the contractor on the same conditions in all respects on which

he agreed to do the main work and at the same rate as out by the contractor on the same

conditions in all respects on which he agreed to do the main work and at the same rate as are

specified in the tender for the main work.

14.2. Except that when the quantity of any item exceeds the quantity as in the tender by more

than 30% the contractor will be paid for the quantity in excess of 30% at the rate entered in the

S.O.R. of the year during which the excess in quantity is first executed and for the materials

consumed in excess quantity the rate for the materials to be charged would be the basic rate

taken into account for fixing the rate for the S.O.R. above instead of the rate stipulated in

schedule – A.

14.3. If the additional or altered work includes any class of work for which no rate is specified

in this contract, then such class of work shall be carried out.

(i) At the rate derived from the item within the contract which is comparable to the one

involving additional or altered class of work, where there are more than one comparable items ,

the item of the contract which is nearest in comparison with regard to class or classes of the

work involved shall be selected and the decision of the Superintending Engineer as to the nearest

comparable item shall be final and binding on the contractor.

(ii) If the rate cannot be derived in accordance with (I) above, such class of works shall be

carried out at the rate entered in the Schedule of Rates of the Division for the year in which the

tender was received, increased or decreased by the percentage by which the tender amount is

more or less as compared to the amount arrived at the rates in the “Schedule or Rates” of the

Division in the year in which the tender was received. if the Schedule of rates of the Division

does not contain all the items the percentage increase or decrease of the tender shall be

calculated considering such items which were included in the “Schedule of Rates “of the

Division for the year and for materials consumed on such item the rate to be charged would be

the basic rate taken into account for fixing the rate in S.O.R. referred to above instead of the rate.

Stipulated in schedule ‘A’.

(iii) If it is not possible to arrive at the rate from (I) and (ii) above, such class of work shall be

carried out at the rate decided by the competent authorities on the basis of detailed rate analysis


after hearing the contractor before a Committee of two superintending Engineers stationed at the

same place or the nearest place.

14.4 If the additional or altered work, for which no rate is entered in the “Schedule of Rates”

of the Division is ordered to be carried out before the rate is agreed upon, then the contractor

shall within seven days of the date of receipt by him of the order to carry out the work, inform

the Engineer-in-charge of the rate, which it is his intention to charge for such class of work and

if the Engineer in charge does not agree to this rages, he shall by notice in writing be at liberty to

cancel his order to carry out such class of work and arrange to carry it out in such manner as he

may consider it advisable, provided always that if the contractor shall commence work or incur

any expenditure in regard thereof before the rates shall have been determined as lastly herein

before mentioned, then in such cases he shall only be entitled to be paid in respect of the work

carried out or expenditure incurred by him prior to the date of the determination of the rate as

aforesaid according to such rate or rates as shall be fixed by the Engineer-in-charge. In the event

of the dispute, the decision of the Superintending Engineer of the Circle shall be final.

Where, however, the work is to be executed according to the designs, drawings and

specifications recommended by the contractor and

accepted by the competent authority, the alternation above referred to shall be within the scope

of such designs, drawings and specifications appended to the tenders.

The time limit for the completion of the work shall be extended in the proportion that the

increase in the cost occasioned by alternations bears to the cost of the original contract work and

the certificate of the Engineer –in-charge as to such proportion shall be final and conclusive.

14.5 For excess in item of well sinking the rates for sinking in depth beyond the designed

depth shall be as per the rate quoted by the contractor in the statement of variation, if no rates of

variation in sinking are quoted the rate payable shall be the tender rate for sinking at designed

level increased by the difference of schedule of rate for sinking at designed depth and sinking at

final depth .

CLAUSE 15: No claim for any payment of compensation for change or restriction of work

If at any time after the execution of the contract documents the Engineer-in-charge shall for any

reason whatsoever, require the whole or part of the work, as specified in the tender, be stopped

for any period or shall not require the whole or part of the work to be carried out at all or to be

carried out by the contractor, he shall give notice in writing, stating the fact to the Contractor

who shall thereupon suspend or stop the work totally or partially, as the case may be. In any

such case , except as provided hereunder, the Contractor shall have no claim to any payment or

compensation whatsoever except as provided hereunder on account of any profit or advantage

which he might have derived from the execution of the work in full but which he did not so

derive in consequence of the full amount of the work not having been carried out, or on account

of any loss that he may be put to on account of materials purchased or agreed to be purchased or

for unemployment of labour required by him. He shall not have also any claim for compensation

by reason of any alteration having been made in the original specifications, drawings, designs

and instructions which may involve any curtailment of the work as originally contemplated.

(1) However, the contractor will be entitled for compensation for loss, if any on the date of

notice, for the purchased materials or for the contract executed for the material to be purchased

for such work. Such compensation will be paid only for actual loss for materials, if such

materials so purchased or agreed to purchase is of required quantity/quality and was purchased/

contracted to be purchased only for the same work. But no compensation shall be granted to

contractor on material for which advance has been given to contractor by Government. The

amount of loss for such claim will be decided by in charge Engineer-in-charge.

(2) The contractor also will be entitled for compensation of unemployed labour for 7 days from

the date of notice provided that in that opinion of Engineer-in-charge such labour working for 7


days prior to the notice and would not be in a position to get employment elsewhere within 7

days from the date of such notice . The contractor should try to employ such unemployed labour

at other places from the date of such notice.

In case the Contractor does not agree with the decision of Executive Engineer regarding the

amount of compensation or loss; it will be open for the contractor to appeal to Superintending

Engineer-in –charge within one month form the date of knowledge of such decision. In such

case the decision of Superintending Engineer will be final and binding to the Contractor.

The Contractor shall not be entitled for loss of any expected profit of such work.

(Vide G.R. NO.SSR/1090/IB/247(2) /C, dtd 28-06-1993 as amended by GR of even number

dated 11/02/1999)

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of delay Government in the supply of the material entered in schedule : A : where such delay is caused by

(i) Non - supply due to short allotment of quota in case materials available under quota regulations, (ii)

Difficulties relating to the supply of railway wagon (iii) Force majeure (iv) Act of God (v) Act of the

country's enemies or any other reasonable cause - beyond the control of Government.

In the case of such delay in the supply of materials, Government shall grant such extension of time for

the completion of the works as shall appear to the Engineer- in - charge to be reasonable in accordance

with the circumstances of the case. The decision of the Engineer- in -charge as for he extension of time

shall be accepted as final by the contractors. ( as modified vide R&B D.G.R No. TNC - 1096- IB - 143

(16) - c dated 11-1-99 )

CLAUSE 16: Time limit for unforeseen claims :

The contractor shall not be entitled to any compensation from Government on any account

unless where allowed by the conditions of this contact. In such cases the contractor shall have to


submit a claim in writing to the Engineer-in-charge within one month of the cause of such claim

occurring.

CLAUSE 17 : Action & compensation in case of bad work :

If at any time before the expire of Defects Liability period as detailed in Clause 17-A . It shall

appear to the Engineer-in-charge or his sub-ordinate in charge of the work that/any work has

been executed unsound, imperfect or unskilled workmanship or with materials of inferior quality

or that any materials or articles provided by him for the execution of the work are unsound , or

of a quality inferior to that contracted for or are otherwise not in accordance with the contract, it

shall be lawful for the Engineer-in-charge to intimate this fact in writing to the contractor and

then notwithstanding the fact that the work, materials or articles complained for may have been

passed, certified and paid for the contractor shall be bound forthwith to rectify, or remove and

reconstruct the work so specified in whole or in part as the case may require, or if so required,

shall remove the materials or articles so specified in whole or in part and provide other proper

and suitable materials or articles at his own charge and cost, and in the event of his failing to do

so within a period to be specified by the Engineer-in-charge in the written intimation aforesaid,

the contractor shall be liable to pay compensation at the rate of one percent on the amount of the

estimate of the rectification for every day not exceeding ten days during which the failure so.

Continues and in the event of any such failure as aforesaid continuing beyond ten days, the

Engineer-in-Charge may rectify or remove, and re-execute the work or remove and replace the

materials complained of as the case may be at the risk and expense in all respects of the

contractor. Should the Engineer-in-chare consider that any such inferior work or materials as

described above may be accepted or made use of, it shall be within his discretion to accept the

same at such reduced rates as he may fix therefore.

However, the contractor shall be responsible for normal maintenance of the work till the final

bill for the work is prepared by the departmental Officer.

Clause 17A : Defect liability period :

The contractor shall be responsible to make good and remedy at his own expenses any Surface

work out defect which may develop or may be noticed before the period mentioned hereunder

from the certified date of completion. The Engineer-in-charge shall give the contractor a notice

in writing about the defects and the contractor shall make good the same within 15 days of

receipt of the notice. In the case of failure on the part of the contractor, the Engineer-in –charge

may rectify or remove or re-execute the work at the risk & cost of the contractor. The Engineer-

in-charge shall be entitled to appropriate the whole or any part of the amount of security deposit

towards the expenses, if any, incurred by him in rectification, removal or re-execution. The

Defects Liability period shall be three years from the certified date of completion of work.

CLAUSE 18: Work to be open to inspections –Contractor or responsible agent to be

present. : -

All Works under or in course of execution or executed in pursuance of the contract shall, at all

times be open to the inspection and supervision of the Engineer-in-charge and his subordinates

and the Contractor shall, at all times during the usual working hours, and all other times for

which reasonable notice of the intimation of the Engineer-in-charge or his subordinate to visit

the works shall have been given to the contractor , either himself be present to receive orders and

instructions or have a responsible agent duly accredited in writing present for that purpose.

Orders given to the contractor’s duly authorised agent shall be considered to have the same force

and effect as if they had been given to the Contractor himself.

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CLAUSE 18: - A Employment of a qualified site Engineer by the Contractor. (i) G.R.B. & CD NO. RGN-6090-UO 24 (42)-C, dated 26-11-90.

The Contractor shall employ full-time technically qualified staff during the execution of this

work as under :-

1. Two graduate Civil Engineers and three diploma Civil Engineers when cost of the work to be

executed is more than Rs.50 lakhs.

2. One graduate & two Diploma, Civil Engineers when the cost of the work to be executed is

more than Rs.15 lakhs but less than Rs.50 lakhs.

3. Minimum one Diploma Civil Engineer when the cost of work is less than Rs.15 lakhs but

more than Rs.5 lacs.

4. Minimum two Diploma Civil Engineers for the work when the cost of work to be executed is

less than Rs. 5 lakhs. The Engineer so employed for the Government work must have sufficient

experience to handle the work independently. Such an Engineer shall have to stay at the site of

work and he shall not be entrusted with other duty except this work.

In case the contractor or partner of the contractor firm is a Civil Graduate Engineer,

Employment of separate Engineer will not be necessary provided that the Engineer partner

himself attends the execution of the work on the site.

CLAUSE 19 : Notice to be given before work is covered up : The contractor shall give not less than five day’s notice in writing to the Engineer-in-chare or his

subordinate in charge of the work before covering up or otherwise placing beyond the reach of

measurement any work in order that the same may be measured and correct dimensions there of

taken before the same is so covered up or placed beyond the reach of measurement and if any

work shall be covered up or placed beyond the reach of measurement without such notice having

and if any work shall be covered up or placed beyond the reach of measurement without such

notice having been given or consent obtained , the same shall be uncovered at the contractor’s

expenses and in default thereof no payment or allowance shall be made for such work or for the

materials with which the same was executed.

BBBB\\\\0 !) o SFD R6TZYL VFJZL ,[TF0 !) o SFD R6TZYL VFJZL ,[TF0 !) o SFD R6TZYL VFJZL ,[TF0 !) o SFD R6TZYL VFJZL ,[TF\\ \\ 5C[,F GMl8; VF5JF AFAT o 5C[,F GMl8; VF5JF AFAT o 5C[,F GMl8; VF5JF AFAT o 5C[,F GMl8; VF5JF AFAT o SM. 56 SFDGL R6TZYL VFJZL ,[TF\ 5C[,F S[ DF5 G ,. XSFI T[JL S1FFV[ SFD ,. HTF\ 5C[,F SMg8=FS8Z[ CJF,FGF .HG[ZGM VYJF SFDGM CJF,M ;\EF/TF T[DGF TFAFGF VlWSFZLG[ 5F\R lNJ;YL VMKL G CMI T[8,L D]NTGL ,[lBT GMl8; VF5JFGL ZC[X[P H[YL T[ SFDG[ R6TZYL VFJZL ,[JFI VYJF DF5 G ,. XSFI T[JL S1FFV[ SFD ,. HJFI T[ 5C[,F T[GF DF5 ,.G[ T[GF ;FRF 5ZL6FDGL GM\W ,. XSFI VG[ CJF,FGF .HG[Z S[ SFDGM CJF,M ;\EF/TF T[DGF TFAFGF VlWSFZLGL ,[lBT ;\DlT D[/jIF l;JFI SMg8=FS8Z SM. 56 SFD T[ R6TZYL VFJZL ,[X[ GCL S[ DF5 G ,. XSFI T[JL S1FFV[ ,. HX[ GCL VG[ VFJL GM8L; l;JFI VYJF ;\DlT D[/jIF l;JFI HM SM. 56 SFDG[ R6TZYL VFJZL ,[JFI]\ CX[ S[ 5CM\RL G XSFI TJL VYJF DF5 G ,. XSFI T[JL S1FFV[ ,. HJFI]\ CX[ TM T[J]\ SFD SMg8=FS8ZGF BR[" B]<,]\ SZFJL GF\BJFDF\ VFJX[ VG[ VF ZLT[ YI[,L S;]Z AN, VFJF SFD DF8[ VYJF VFJ] SFD H[ DF,;FDFGYL YI] CMI T[ DF,;FDFG 5[8[ SM. R]SJ6L SZJFDF\ VFJX[ GCL S[ SM. ZSD DHZ[ VF5JFDF\ VFJX[ GCLP CLAUSE 20: Damage to contract work-in-progress and damages to surrounding

properties

If the contractor or his workmen, or servants shall break, deface, injure or destroy any part of the

building or the work in a question in/on which they may be working or any building , road,

fence, enclosure or grassland or cultivated ground contiguous to the premises on which the

works or any part thereof is being executed or if any damage shall be done to the work from any

causes whatever before damage occurred/caused due to normal flood or rain or if any

imperfections become apparent in it within three months from the grant of a certificate of

completion, final or otherwise by the Engineer-in-charge , the contractor shall make good the

same at own expenses or in default, the Engineer-in-charge may cause the same to be made good

by other contractor, and deduct the expenses (of which the certificate of the Engineer-in-charge

shall be final ) from any sums that may thereafter become due to the contractor or from his

security deposit or the proceeds of sale thereof or a sufficient portion thereof.


CLAUSE 20A : Damages due to acts of God and unprecedented floods Neither party shall be liable to the other for any loss or damage occasioned by or arising out of

God, such as "Unprecedented flood", volcanic eruption, earthquake or other convulsion of

nature and other acts such as but not restricted to general strike, invasion, the acts of foreign

countries, hostilities, or war like operations before or after declaration of war, rebellion, military

or usurped power which prevent performance of the contract and which could not have been

foreseen or avoided by a prudent person.

Note : “Unprecedented flood” means the flood crossing the High Flood Level of the past

Year(s) which is on the available record. as per concern mamlatdar office, Contractor

shall be collected the all data before tendering.

(Modified Vide R& B D.G.R. No/ TNC – 1096 – IB –143 – (16) – C dated 11-1-99)

CLAUSE 21: Contractor to supply plant, ladders, scaffolding etc. and is liable for damage

arising from non-provision of lights, fencing etc. :

The contractor shall supply at his own cost all materials (except such special materials if any, as

may, in accordance with the contract to be supplied from the Public Works Department Stores),

plant, tools, appliances, implements, ladders, cordage, tackle, scaffolding, and any temporary

works which may be required for the proper execution of the work whether in the original,

altered or substituted form and whether included in the specifications, or other documents

forming part of the contract or referred to in these conditions or not and which may be necessary

for the purpose of satisfying or complying with requirements of the Engineer-in-charge as to any

matter or to which under these conditions he is entitled to be satisfied or which he is entitled to

require together with carriage there for to and from the work. The contractor shall also supply

without charge the requisite number of persons with the means and materials necessary for the

purpose of settings out works and counting , weighing and assisting in the measurement or

examination at any time and from time to time, of the work or the materials, failing this, the

same may be provided by the Engineer-in-charge at the expenses of the Contractor and the

expenses may be deducted from any money due to the Contractor under the contract or from his

security deposit, or proceeds of sale thereof or of a sufficient portion thereof. The contractor

shall provide all necessary fencing and lights required to protect the public from accident and

shall also be bound to bear expenses of defence of every suit, action or other legal proceeding, at

law that may be brought by any person for injury sustained. Owing to neglect of the above

precautions and to pay any damages and costs which may be awarded in any such suit, action or

proceedings to any such person , or which may, with the consent of the Contractor, be paid in

compromising any claim by any such person. BBBB\\\\0 Z! o %,Fg84 ;L0LVM4 5F,BM lJU[Z[ SMg8=FS8Z[ 5]ZF0 Z! o %,Fg84 ;L0LVM4 5F,BM lJU[Z[ SMg8=FS8Z[ 5]ZF0 Z! o %,Fg84 ;L0LVM4 5F,BM lJU[Z[ SMg8=FS8Z[ 5]ZF0 Z! o %,Fg84 ;L0LVM4 5F,BM lJU[Z[ SMg8=FS8Z[ 5]ZF\\ \\ 5F0JF AFATP T[DH NLJFAtTL4 JF0 JU[Z[GL HMUJF. G CMI T[G[ 5F0JF AFATP T[DH NLJFAtTL4 JF0 JU[Z[GL HMUJF. G CMI T[G[ 5F0JF AFATP T[DH NLJFAtTL4 JF0 JU[Z[GL HMUJF. G CMI T[G[ 5F0JF AFATP T[DH NLJFAtTL4 JF0 JU[Z[GL HMUJF. G CMI T[G[ ,LW[ YTF G]SXFG DF8[ SMg8=FS8Z CMJ,LW[ YTF G]SXFG DF8[ SMg8=FS8Z CMJ,LW[ YTF G]SXFG DF8[ SMg8=FS8Z CMJ,LW[ YTF G]SXFG DF8[ SMg8=FS8Z CMJF AFAT F AFAT F AFAT F AFAT o SMg8=FS8 VG];FZ sAF\WSFD :8MZDF\YL 5]ZM 5F0JFDF\ VFJ[ T[JF DF,;FDFG l;JFIf D]/ S[ O[ZOFZ SZFI[,L S[ GJF :J~5GF VYJF SMg8=FS8ZGM V[S EFU AGL ZC[TF VUZ TM VF XZTMDF\ H[GM p<,[B SZFI[, CMI T[JL lJUTMDF\ S[ ALHF N:TFJ[HM VG[ VF XZTM VgJI[ H[ SM. AFAT V\U[ CJF,FGF .HG[ZGL H~ZTM ;\TMQFFI VYJF 5F,G YFI T[JM VFU|C ZFBJFGM T[GM CS CMI VG[ H[G[ SFDGF :Y/[ S[ tIF\YL VgI :Y/[ B[\RFD6 ;lCT ZH] SZFJJFGM H[ T[ CS CMI T[JM AWM DF,;FDFG4 %,Fg84 VMHFZ4 ;FDU|L4 ;FWGM4 ;L0LVM4 UZU0LVM4 5F,BM4 SFD IMuI ZLT[ CFY WZL XSFI T[ ;F~ H~ZL V[JF ALHF SFDR,Fp ;FWGM SMg8=FS8Z[ 5FTFGF BR[" 5]ZF 5F0JFGF ZC[X[P SFDM DF8[GL CN GSSL SZJF DF8[ VG[ SFD VYJF DF,;FDFGGL SM.56 JBT[ VG[ JBTMJBT4 U6TZL SZJFDF\ TM, SZJFDF\ VG[ DF56L S[ T5F;6L DF\ DNN~5 YJF DF8[ H~ZL V[JF ;FWGM VG[ DF,;FDFG ;lCT HM.TL ;\bIFDF DF6;M4 SM. 56 BR[" SZFJL ,LWF lJGF4 SMg8=FS8Z[ 5]ZF 5F0JFGF ZC[X[P VFD G SZTF V[ V\U[GL HMUJF. CJF,FGF .HG[Z SMg8=FS8ZG[ BR[" SZFJL ,[X[ VG[ T[ lJX[ BR[",L ZSD4 SMg8=FS8 C[9/ SMg8=FS8ZGL ,[6L YTL SM. ZSDDF\YL S[ T[GL HFDLG VGFDTDF\YL S[ T[GL VGFDTGF VYJF T[GF 5]ZTF EFUGF J[RF6DF\YL p5H[,L ZSDDF\YL SF5L ,[JFDF\ VFJX[P HFC[Z HGTFG[ VS:DFT G YFI T[ DF8[ SMg8=FS8Z[ H~ZL JF0 VG[ NLJFAtTLGL HMUJF. SZJFGL ZC[X[ VG[ p5ZGL ;FJR[TL ZFBJF V\U[GL A[NZSFZLG[ SFZ6[ YI[, .HF V\U[ SF[.56 jIlST4 H[ NFJM DF\0[4 5U,F\ ,[ VYJF ALHL SFG]GL SFI"JFCL SZ[ T[GF AFRFJG]\ BR" VG[ VFJF SM. NFJF45U,F\ VYJF SFI"JFCLDF\ T[JL SM. jIlSTG[ H[ SF\. G]SXFGL S[ BR" VF5JFG]\ R]SFNFDF\ H6FJFI T[ VYJF VFJF SM. jIlSTGF SM. 56 CSNFJFGL SMg8=FS8ZGL ;\DlTYL ;DFWFG YTF\ H[ ZSD R]SJJFDF\ VFJ[ T[G]\ BR" EMUJJF 56 SMg8=FS8Z A\WFI[, ZC[X[P


CLAUSE 21A: The Contractor shall provide suitable scaffolds and working platforms,

gangways and stairways, and shall comply with the following regulation in connection

therewith. BBBB\\\\0 Z!PSP SMg8=FS8Z[ I0 Z!PSP SMg8=FS8Z[ I0 Z!PSP SMg8=FS8Z[ I0 Z!PSP SMg8=FS8Z[ IMuI 5F,BM VG[ SFRF DFMuI 5F,BM VG[ SFRF DFMuI 5F,BM VG[ SFRF DFMuI 5F,BM VG[ SFRF DF\\ \\R0F4 HJFvVFJJF DF8[GF 5Fl8IF VG[ ;L0LGM HMUJF. SZJFGL ZC[X[ R0F4 HJFvVFJJF DF8[GF 5Fl8IF VG[ ;L0LGM HMUJF. SZJFGL ZC[X[ R0F4 HJFvVFJJF DF8[GF 5Fl8IF VG[ ;L0LGM HMUJF. SZJFGL ZC[X[ R0F4 HJFvVFJJF DF8[GF 5Fl8IF VG[ ;L0LGM HMUJF. SZJFGL ZC[X[ VG[ T[ VVG[ T[ VVG[ T[ VVG[ T[ V\\\\U[ GLR[ D]HAGF lGIDMG]U[ GLR[ D]HAGF lGIDMG]U[ GLR[ D]HAGF lGIDMG]U[ GLR[ D]HAGF lGIDMG]\\ \\ 5F,G SZJFG] 5F,G SZJFG] 5F,G SZJFG] 5F,G SZJFG]\\ \\ ZC[X[P ZC[X[P ZC[X[P ZC[X[P (a) Suitable scaffolds shall be provided for workmen for all works that cannot be safely done

from a ladder or by other means. Sf ;L0L p5ZYL VYJF ALHF SM. ;FWG wJFZF ;,FDTL5]J"S G SZL XSFI T[JF AWF SFD DF8[ SFDNFZM ;F~ IMuI 5F,BMGL HMUJF. SZJFGL ZC[X[P (b) A scaffold shall not be constructed, taken down or substantially altered except

(i) Under the supervision of a competent and responsible person. sBP!f SFI"1FD VG[ HJFANFZ jIlSTGL N[BZ[B C[9/ T[ l;JFI4 (ii) appointed by contractor and by competent workers possessing adequate experience in this

kind of work. Zf SMg8=FS8Z wJFZF lGDFI[, VG[ VG]EJ WZFJTF SFI"1FD SFDNFZM wJFZF YT]\ CMI T[ l;JFI4 SM.56 5F,S AF\WJL GCL\4 pTFZJL GCL\ S[ T[DF\ DCtJGF O[ZOFZ SZJF GlCP (c) All scaffolds and appliances connected therewith and all ladders shall sUf AWL 5F,BM VG[ T[GF ;FY[ ;\S/FI[, ;FDU|L VG[ AWLH ;L0LVM (i) be of sound material !P DHA]T RLHJ:T]GL AG[,L CMJL HM.V[P (ii) be of adequate strength having regard to the loads and strains to which they will be subjected

and Zf T[GF 5ZGF VFJGFZF JHG VG[ W;FZFG[ BDL XS[ T[8,L DHA]T CMJL HM.V[ VG[ (iii) be maintained in proper condition #f T[G[ ;FZL l:YlTDF\ ZFBJFGL ZC[X[P

(d)Scaffolds shall be so constructed that no part thereof can be displaced in consequence of

normal use. s3f 5F,BM V[JL AF\WJFGL ZC[X[ S[ ;FDFgI J5ZFXYL T[GM SM.56 EFU K]8M 50L GHFIP (e) Scaffolds shall not be overloaded and so far as practicable the load shall be evenly

distributed. sRf 5F,BM 5Z JWFZ[ 50T]\ JHG D]SJ] GlC VG[ XSI CMI tIF\ ;]WL T[ JHG ;DU| 5F,B 5Z V[S;ZB]\ JC[RL GF\BJ]\ (f) Before installing the lifting gear on scaffolds, special precaution shall be taken to ensure the

strength and stability of the scaffolds. sKf 5F,BM 5Z DF, pRSJF DF8[GF lUIZ UM9JTF 5C[,F 5F,BMGL DHA]TF. VG[ 8SFp56FGL BFTZL SZJFGL BF; ;FJR[TL ,[JLP (g) Scaffolds shall be periodically inspected by a competent person . sHf SFI"1FD jIlST wJFZF JBTMJBT 5F,BMGL T5F; SZJFGL ZC[X[P (h) Before allowing a scaffold to be used by his workmen, the Contractor shall, whether the

scaffold has been erected by his workmen or not, take steps to ensure that it complies fully with

the regulation herein specified. shf T[GF SFDNFZMV[ 5F,BM AF\WL CMI S[ G CMI TM 56 5F[TFGF SFDNFZMG[ T[ 5F,BGM p5IMU SZJF N[T\ 5C[,F SMg8=FS8Z[ T[JL 5F,BM VCL\ H6FJ[, lJlGIDM VG];FZ AZFAZ CMJF AFATGL BFTZL SZJFGL ZC[X[P ( i ) Working platforms, gangways shall –

(i) be so constructed that no part thereof can dug unduly or unequally. s8f SFRF DF\R0F HJFvVFJJF DF8[GF 5Fl8IF VG[ ;L0LVM AF\WTL JBT[ GLR[GL AFATM bIF,DF\ ZFBJFGL ZC[X[P !P T[GM SM. 56 EFU JW] 50TM S[ V;DFG ZLT[ h]SL G HJM HM.V[P (ii) be/so constructed and maintained having regard to the prevailing conditions as to reduce as

far as practicable risks of persons tripling or slipping and Zf DF6;M UA0L S[ ,5;L 50[ T[J] HMBD AG[ T[8,] VMK]\ ZFBJF DF8[ 5|JT"TF ;\HMUM VG];FZ T[ AF\WJF VG[ HF/JJF4 VG[ (iii) be kept free from any unnecessary obstruction. #P SM.56 HFTGF lAG H~ZL VJZMWYL D]ST ZFBJFP ( j ) In the case of working platforms, gangways working places and stairways at a height

exceeding 2.00 Mtr.(to be specified)


s9f ZP__ DL8Z YL JW] pRF\.JF/F SFRF DF\R0F4 HJFvVFJJF DF8[ 5Fl8IF SFDGL HuIF VG[ ;L0LVMGL G[R[ D]HAGL HMUJF. ZC[X[P (i ) every working platform and every gangway shall be closely boarded unless other adequate

measures are taken to ensure safety. !f ;,FDTLGF ALHF 5]ZTF 5U,F\ G ,[JFIF CMI TM NZ[S SFRM DF\R0M VG[ HJF VFJJF DF8[G]\ NZ[S 5Fl8\I] ,UM,U H0[,]\ CMJ]\ HM.V[P (ii) every working platform and every gangway shall have adequate width, and Zf NZ[S SFRF DF\R0F VG[ HJF v VFJJF DF8[GF 5Fl8IF4 5]ZTL 5CM/F. JF/F CMJF HM.V[4 VG[ (iii) every working platform, gangway, working place and stairway shall be suitably fenced. #f NZ[S SFRF DF\R0F VG[ HJFvVFJJF DF8[GF 5Fl8IF\ SFDGL HuIF VG[ ;L0LVMG[ IMuI S9[ZF CMJF HM.V[P (k) Every opening in the floor of a building or in a working platform shall, except for the time

and to the extent required to allow the access of person or the transport or shifting of materials

be provided with suitable means to prevent the fall of persons or material. s0f DF6;M VFJL H. XS[ VYJF DF,;FDFGL C[ZO[Z Y. XS[ S[ V[S :Y/[YL ALH[ :Y/[ ,. H. XSFI T[8,F JBT VG[ T[8,F 5]ZTL DSFGGL OZ; S[ SFRF DF\R0F 5ZGL 5|tI[S B]<,L HuIF 5Z V[JF IMuI ;FWGM D]SL ZFBJF S[ H[YL SM. DF6; S[ DF,;FDFG 50L G HFIP (I)When persons are employed on a roof where there danger of falling from a height exceeding

3.00 Mtr.(to be specified ) meters suitable precaution shall be taken to prevent the fall of persons

or material. s-f HIF\YL 50L HJFGM EI CMI T[JL #P__ sH6FJJLf DL8ZYL JW] p\RF.GF KF5ZF\ 5Z DF6;MG[ SFD[ ZFBJFDF\ VFjIF CMI tIF\YL DF6;M S[ DF,;FDFG 50L G HFI T[ DF8[ ;FJR[TLGF IMuI 5U,F\ ,[JFGF ZC[X[P (m) Suitable precautions shall be taken to prevent persons being struck by articles which might

fall from scaffold or other working places. sTf 5F,BM S[ SFDSFHGL ALHL HuIFVM 5ZYL 50[ T[JL RLHJ:T]VMYL DF6;G[ .HF G YFI T[DF8[ ;FJR[TLGF\ IMuI 5U,F\ ,[JFP (n) Safe means of access shall be provided to all working platforms and other working places. sYf AWF SFRF DF\R0F VG[ SFDGL ALHL HuIFVMV[ ;C[,F.YL HJF DF8[ ;,FDT DFUM"GL HMUJF. SZJFGL ZC[X[P CLAUSE 21B : The contractor shall comply with the following regulations as regards the

hoisting appliances to be used by him BBBB\\\\0 Z!P BP SMg8=FS8Z JHG pRSJFGF ;FWGM JF5Z[ T[ ;A0 Z!P BP SMg8=FS8Z JHG pRSJFGF ;FWGM JF5Z[ T[ ;A0 Z!P BP SMg8=FS8Z JHG pRSJFGF ;FWGM JF5Z[ T[ ;A0 Z!P BP SMg8=FS8Z JHG pRSJFGF ;FWGM JF5Z[ T[ ;A\\\\WDFWDFWDFWDF\\\\ T[6[ GLR[GF lGIDMG] T[6[ GLR[GF lGIDMG] T[6[ GLR[GF lGIDMG] T[6[ GLR[GF lGIDMG]\\ \\ 5F,G SZJFG] 5F,G SZJFG] 5F,G SZJFG] 5F,G SZJFG]\\ \\ ZC[X[P ZC[X[P ZC[X[P ZC[X[P

(a) Hoisting machines and tackle including their attachments, anchorages and supports shall – sSf JHG pRSJFGF I\+M VG[ UZU0LJF/F I\+4 T[DGL ;FY[GF HM0F6M4 ,\UZ DF8[GF ;FDFG VG[ 8[SF GLR[ D]HAGF CMJF HM.X[ ov (i) be of good mechanical construction, sound material and adequate strength and free from

patent defect, and s!f ;FZL IF\l+S ZRFGFJF/F\4 DHA]T J:T]GF T[DH 5]ZTL TFSFTJF/F VG[ N[BLTL SM. BFDL lJGFGF VG[ (ii) be kept in good repair and in working order Zf ;FZL N]Z:T CF,TFD\F VG[ RF,] l:YlTDF\ ZFBJF HM.X[P (b) Every rope used in hoisting or lowering materials or as a means of suspension shall be of

suitable quality and adequate strength and free from patent defect. sBf DF,;FDFGG[ p\R[ R0FJJF S[ GLR[ pTFZJF VYJF ,8STM ZFBJFGF ;FWG TZLS[ J5ZFT] NMZ0]\ IMuI HFT]\ VG[ 5]ZTL DHA]TF.JF\/]\ T[DH N[BLTL ZLT[ BFDL lJGFG]\ CMJ]\ HM.V[P (c) Hoisting machines and tackles shall be examined and adequately tested after erection on the

site and before use and be re-examined in position at intervals to be prescribed by Engineer-in-

charge. sUf JHG pRSJFGF\ I\+M VG[ UZU0LJF/F I\+G[ SFDGF :Y/[ UM9jIF AFN VG[ p5IMUDF\ ,LWF 5C[,F T5F;L HM.G[ 5]ZTF 5|DF6DF\ RSF;L ,[JFGF ZC[X[4 T[DH CJF,FGF .HG[Z lGIT SZ[ T[JF\ ;DIF\TZ[4 UM9J[,L l:YTLDF\ T[GL O[Z T5F; SZJFGL ZC[X[P


(d) Every chain, ring, hook, shackle, swivel and pulley block used in hoisting or lowering

materials or as a means of suspension shall be periodically examined. sWf DF,;FDFG p\R[ R0FJJFGF S[ GLR[ pTFZJFGF S[ ,8STM ZFBJFGF ;FWG TZLS[ J5ZFTF 5|tI[S ;F\S/4 ZL\U4 VF\S0M S0L4 GS]RF VG[ 5],La,MS JBTMJBT T5F;JFP (e) Every crane driver or hoisting – appliance operator shall be properly qualified. sRf 5|tI[S S|[.G v 0=F.JZ S[ JHG pRSJFGF I\+GF RF,S IMuI ,FISFTJF/F CMJF HM.V[P (f) No person who is below age of 15 years shall be in control of any hoisting machine,

including any scaffolds, nor shall give signals to the operator. sKf !5 JQF"YL GLR[GL SM. 56 jIlSTG[ SM. 5F,S ;lCT JHG pRSJF SM. I\+GF lGI\+S TZLS[ VYJF VM5Z[8ZG[ lGXFGLYL ;]RGF VF5JF4 SFD[ ZFBL XSFX[ GCLP (g) In the case of every hoisting machine and of every chain, ring hook, shackle, swivel and

pulley block used in hoisting or lowering or as a means of suspension the safe working load

shall be ascertained by adequate means. sHf JHG pRSJFGF 5|tI[S I\\+ VG[ DF,;FDFG p\R[ R0FJJFGF S[ GLR[ pTFZJFGF S[ ,8SFJL ZFBJFGF ;FWG TZLS[ J5ZFTL 5|tIS[ ;F\S/4 ZL\U4 S0L4 GS]RF VG[ 5],Lva,MSGL ;,FDT ZLT[ JHG p9FJJFGL XlST S[8,L K[ T[ IMuI ;FWGM J0[ GSSL SZJFG]\ ZC[X[P (h) Every hoisting machine and all gears referred to in preceding regulation shall be plainly

marked with the safe working load. shfVFU/GF lJlGDI H[DF\ H6FJ[, JHG pRSJFGF 5|tI[S I\+ VG[ AWFH lUIZ 5Z T[ ;,FDT ZLT[ S[8,]\ JHG p9FJL XS[ T[D K[P T[ RMbB] ,B[,] CMJ]\ HM.V[P ( i ) In the case of hosting machine having a variable safe working load, each safe working load

and conditions under which it is applicable shall be clearly indicated. s8f H]NF\ H]NF\ JHG ;,FDT ZLT[ pRSL XSFTF4 pRSJFGF I\+ 5Z4 ;,FDT ZLT[ pRSL XSF\T] 5|tI[S JHG VG[ S. CF,TDF\ I\+G[ T[ ,FU] 50X[ T[ :5Q8 NXF"JJFG]\ ZC[X[P ( j ) No part of any hoisting machine or gear referred to in regulation ‘g’ above shall be loaded

beyond the safe working load except for the purpose of testing. s9f p5ZGF lJlGID H[DF\ H6FJ[, JHG pRSJFGF SM. 56 I\+ S[ lUIZGF SM. 56 EFU 5Z RSF;6L DF8[ H~ZL CMI T[ l;JFI4 ;,FDT JHG SZTF\ JW] JHG ,FNJ]\ GlCP (k) Motors, gears, transmissions , electric wiring and other dangerous parts of hoisting

appliances shall be provided with sufficient safeguards. s0f JHG pRSJFGF ;FWGGL DM8ZM4 lUIZ4 lJW]TJFCS ;FWGM4 JLH/LGF TFZ VG[ HMBDL EFU[ DF8[ 5]ZL ;,FDTLGL HMUJF. SZJFGL ZC[X[P ( l ) Hoisting appliances shall be provided with such means as will reduce to a minimum the risk

of the accidental descent of the load. s-f SM. JHG VS:DFT GLR[ ;ZSL 50[ T[J]\ HMBD VMKFDF\ VMK]\ ZC[ T[ 5|DFZGL SM.S ;UJ0 JHG pRSJFGF ;FWGDF\ SZJFGL ZC[X[P (m) Adequate precautions shall be taken to reduce to minimum the risk of any part of a

suspended load becoming accidentally displaced. sTf ,8STF ZFB[,F JHGDF\YL SM.56 EFU VS:DFT K]8M 50L HJFG]\ HMBD VMKFDF\ VMK]\ ZC[ T[ DF8[ 5]ZTL ;FJR[TL ZFBJFGL ZC[X[ CLAUSE 22 : Measures for Prevention of Fire : The contractor shall not set fire to any standing jungle, tree bush wood or grass without a written

permit from the Engineer-in-charge .

When such permit is given, and also in all cases when destroying cut or dug up tree, bush wood,

grass etc. by fire, the contractor shall take necessary measures to prevent such fire spreading to

or other-wise damaging surrounding property. When such permit is given and also in all cases

when destroying cut or dug up tress, bush wood, grass etc. by fire, the contractor shall take

necessary measures to prevent such fire spreading to or other-wise damaging surrounding

property.

CLAUSE 23 : Liability of contractors for any damages done in or outside work area :

Compensation for all damage done intentionally or unintentionally by Contractor’s laborers

whether in or beyond limits of Government property including any damage caused by the

spreading of fire mentioned in the clause 22, shall be estimated by the Engineer-in-charge, or


such other Officer as he may appoint and the estimates of the Engineer-in-charge , subject to the

decision of the Superintending Engineer, on appeal , shall be final and the contractor shall be

bound to pay the amount of the assessed compensation on demand, failing which the same will

be recovered from the Contractor as damages in the manner prescribed in clause 1 or deducted

by the Engineer-in-charge from any sums that may be due or become due from Government to

the contractor under this contract or otherwise. BBBB\\\\0 Z#P SFDGF lJ:TFZ VYJF T[GF ACFZ YI[, SM. 56 G]SXFG DF8[SMg8=FS8Z HJFANFZ CMJF AFAT 0 Z#P SFDGF lJ:TFZ VYJF T[GF ACFZ YI[, SM. 56 G]SXFG DF8[SMg8=FS8Z HJFANFZ CMJF AFAT 0 Z#P SFDGF lJ:TFZ VYJF T[GF ACFZ YI[, SM. 56 G]SXFG DF8[SMg8=FS8Z HJFANFZ CMJF AFAT 0 Z#P SFDGF lJ:TFZ VYJF T[GF ACFZ YI[, SM. 56 G]SXFG DF8[SMg8=FS8Z HJFANFZ CMJF AFAT B\0 ZZDF\ H6FjIF 5|DF6[ VFU 5|;ZJFYL YI[, SM. 56 G]SXFG ;lCT SMg8=FS8ZGF DH]ZMV[ .ZFNF5]J"S S[ VHF6TF\ ;ZSFZL lD,STGL CNGL V\NZ S[ ACFZ SZ[,F AWFH G]SXFGGF J/TZGM V\NFH CJF,FGF .HG[Z VYJF V[D6[ GLD[,F ALHF SM. VlWSFZL SF-X[ VG[ CJF,FGF .HG[ZGM VF V\NFH4 V5L, YI[4 VlW1FS .HG[ZGF R]SFNFG[ VFlWG4 VFBZL U6FX[ VG[ DFU6L SZTF\ VFSFZFI[,L J/TZGL T[JL ZSD R]SJJF DF8[SMg8=FS8Z A\WFI[, ZC[X[ VG[ T[D SZJFDF\ S;]Z SZX[ TM T[JL ZSD B\0 ! DF\ 9ZFJ[,L ZLT[ G]SXFGL TZLS[SMg8=FS8Z 5F;[YL J;], SZJFDF\ VFJX[ VYJF VF SMg8=FS8 C[9/ VgIYF ;ZSFZ 5F;[ ,[6L YTL S[ CJP 5KL ,[6L YFI T[JL ZSDDF\YL CJF,FGF .HG[Z SF5L ,[X[P The Contractor shall bear the expenses of defending any action or other legal proceeding that

may be brought by any person for injury sustained by him owing to neglect of precautions to

prevent the spread of the fire and he shall also pay the damages and cost that may be awarded by

the court in consequence. VFU 5|;ZTL V8SFJJF ;F~ ;FJR[TLGF 5U,F\ ,[JFDF\ YI[, A[NZSFZLG[ 5lZ6FD[ SM. jIlSTG[ YI[, .HF DF8[ 5U,F\ ,[ S[ ALHL SFG]GL SFI"JFCL SZ[ TM T[GL ;FD[GF ARFJG]\ BR" SMg8=FS8Z[ EMUJJFG]\ ZC[X[ VG[ T[JL SFI"JFCLG[ 5ZL6FD[ SM8" TZOYL R]SFNM VF5TF\ T[ G]SXFGL VG[ BR" EZJFG]\ YFI T[ T[D6[ R]SJJFG]\ ZC[X[P CLAUSE 24 : Deleted

CLAUSE 25 : Deleted

CLAUSE 26 : Work not to be sublet. Contract may be rescinded and security deposit forfeited

for subletting it without approval or for bribing a public officer or if contractor becomes

insolvent :

The contract shall not be assigned or sublet without the written approval of the Engineer-in-

charge. And if the contractor shall assign or sublet his contract or attempt to do so or become

insolvent or commence any proceeding to get himself be adjudicated an insolvent or make any

compromisation with his creditors, or attempt to do so, the Engineer-in-charge may, by notice

in writing rescind the contract, Also if any bride, gratuity , gift loan, perquisite, reward or

advantage, pecuniary or otherwise, shall either directly or indirectly be given, promised or

offered by the contractor, or any of his servants or agents to any public officer or person in the

employ of Government in any way relating to his office or employment, or if any such officer or

person shall become in any way directly or indirectly interested in contract, the Engineer-in-

charge may thereupon by notice in writing rescind the contract. In the event of contract being

rescinded, the security deposit of the contractor shall thereupon stand forfeited and be absolutely

at the disposal of Government and the same consequence shall ensure as if the contract had been

rescinded under clause 3 hereof and in addition the contractor shall not be entitled to recover or

be paid for any work therefore actually performed under contract .

BBBB\\\\0 Z& o AF0 Z& o AF0 Z& o AF0 Z& o AF\\ \\WSFD 5[8F EF0[ G VF5JF AFAT 4 DWSFD 5[8F EF0[ G VF5JF AFAT 4 DWSFD 5[8F EF0[ G VF5JF AFAT 4 DWSFD 5[8F EF0[ G VF5JF AFAT 4 D\\\\H]ZL lJGF 5[8F EF0[ VF5JFYL VYJF ;ZSFZL VlWSFZLG[ ,FH]ZL lJGF 5[8F EF0[ VF5JFYL VYJF ;ZSFZL VlWSFZLG[ ,FH]ZL lJGF 5[8F EF0[ VF5JFYL VYJF ;ZSFZL VlWSFZLG[ ,FH]ZL lJGF 5[8F EF0[ VF5JFYL VYJF ;ZSFZL VlWSFZLG[ ,F\\ \\R VF5JF DF8[ R VF5JF DF8[ R VF5JF DF8[ R VF5JF DF8[ VYJF SMg8=FS8Z GFNZ YI[YL SMg8=FS8 ZN YFI VG[ HFDL VGFDT H%T YJF AFAT o VYJF SMg8=FS8Z GFNZ YI[YL SMg8=FS8 ZN YFI VG[ HFDL VGFDT H%T YJF AFAT o VYJF SMg8=FS8Z GFNZ YI[YL SMg8=FS8 ZN YFI VG[ HFDL VGFDT H%T YJF AFAT o VYJF SMg8=FS8Z GFNZ YI[YL SMg8=FS8 ZN YFI VG[ HFDL VGFDT H%T YJF AFAT o CJF,F .HG[ZGF l,lBT 5ZJFGUL l;JFI SMg8=FS8 SM.G[ V[;F.G SZL XSFX[ S[ 5[8FEF0[ VF5L XSFX[ GCL4 VG[SMg8=FS8Z T[DGM SMg8=FS8Z V[;F.G SZX[ VYFJ 5[8FEF0[ VF5X[ S[ T[D SZJFGM 5|ItG SZX[ S[ GFNZ AGX[ S[ 5MTFG[ GFNZ SZFJJF DF8[GL SM. SFI"JFCL SZX[ S[ 5FTFGF ,[6JFZM ;FY[ SM. 5TFJ8 SZX[ S[ T[D SZJFGM 5|ItG SZX[ TM CJF,FGF .HG[Z l,lBT GM8L; VF5LG[SMg8=FS8 ZN SZL XSX[P J/L SMg8=FS8Z S[ T[DGF SM. GMSZ S[ V[Hg8 SM. ;ZSFZL VlWSFZLG[ VYJF ;ZSFZL GMSZLDF\C[GF SM. 56 jIlSTG[ T[GF CM¡F S[ HMSZLGL ~V[ SM.56 5|SFZGL ,F\R4 Al1F;4 E[84 VG],FE4 .GFD S[ VFlY"S ALHF SM. 5|SFZGF ,FE 5|tI1F S[ 5ZM1F ZLT[ VF5X[4 VF5JFG]\ JRG VF5X[ S[ VF5JFGL T{IFZL ATFJX[ VYJF VFJF SM.


VlWSFZL S[ jIlST 5|tI1F S[ 5ZM1F ZLT[ SMg8=FS8DF\ lCT WZFJTF YX[ TM CJF,FGF .HG[Z l,lBT GM8L; VF5LG[ SMg8=FS8 ZN SZL XSX[P VFJL ZLT[ SMg8=FS8 ZN YTF\ SMg8=FS8ZGL HFDLG VGFDT H%T YI[, U6FX[4 VG[ T[ ;\5]6"56[ ;ZSFZ C:TS ZC[X[ VG[ VF SZFZGF B\0v# C[9/ HF6[ S[SMg8=FS8 ZN SZJFDF\ VFjIM CMI T[JF H T[GF 5lZ6FDM VFJX[ VG[ JW]DF\ SMg8=FS8 C[9/ BZ[BZ SZ[,F SM. 56 SFD DF8[ SM. ZSD J;], SZJFG[ S[ R]ST[ ,[JFGM SMg8=FS8ZG[ CSS ZC[X[ GlCP CLAUSE 27: Sums payable by way of compensation to be considered as reasonable

compensation without reference to actual loss :

All sums payable by a contractor by way of compensation under any of these conditions shall be

considered as a reasonable compensation to be applied to the use of Government without

reference to the actual loss or damage sustained and whether any damage has or had not been

sustained. BBBB\\\\0 Z* o BZ[BZ UI[, BM8G[ ,1FDF0 Z* o BZ[BZ UI[, BM8G[ ,1FDF0 Z* o BZ[BZ UI[, BM8G[ ,1FDF0 Z* o BZ[BZ UI[, BM8G[ ,1FDF\\ \\ ,LWF l;JFI J/TZ~5[ R]SJJFGL YTL ZSDG[ JFHAL ,LWF l;JFI J/TZ~5[ R]SJJFGL YTL ZSDG[ JFHAL ,LWF l;JFI J/TZ~5[ R]SJJFGL YTL ZSDG[ JFHAL ,LWF l;JFI J/TZ~5[ R]SJJFGL YTL ZSDG[ JFHAL J/TZ U6JF AFAT o J/TZ U6JF AFAT o J/TZ U6JF AFAT o J/TZ U6JF AFAT o BZ[BZ BM8 S[ G]SXFGG[ ,1FDF\ ,LWF l;JFI VG[ SM. G]SXFG YI]\ CMI S[ G YI]\ CMI TM 56 XZTMDF\GL SM.56 XZT C[9/ SMg8=FS8Z[ J/TZ~5[ R]SJJFGL YTL TDFD ZSDG[ JFHAL J/TZ U6JFDF\ VFJX[ VG[ T[G[ ;ZSFZ DF8[ p5IMUDF\ ,[JFX[P CLAUSE 28 : Change in the constitution of firm to be notified : In the case of a tender by partners, any change in the constitution of a firm shall be forthwith

notified by the Contractor to Engineer-in-charge for his information. BBBB\\\\0 Z( o 5[0 Z( o 5[0 Z( o 5[0 Z( o 5[----LGF ALGF ALGF ALGF A\\\\WFZ6DFWFZ6DFWFZ6DFWFZ6DF\\\\ SM. O[ZOFZ YI[ T[GL SM. O[ZOFZ YI[ T[GL SM. O[ZOFZ YI[ T[GL SM. O[ZOFZ YI[ T[GL HF6 SZJF AFAT oHF6 SZJF AFAT oHF6 SZJF AFAT oHF6 SZJF AFAT o EFULNFZMV[ 8[g0Z EI]" CMI T[ S[;DF\ 5[-LGF A\WFZ6DF\ SM. O[ZOFZ YTF\ SMg8=FS8Z[ CJF,FGF .HG[ZG[ T[DGL HF6 VY[" T[JF O[ZOFZ V\U[ TZT DFlCTUFZ SZJFGF ZC[X[P CLAUSE 29: Works to be under directions of Superintending Engineer :

All works to be executed under the contract shall be executed under the direction and subject to

the approval in all respects of Superintending Engineer of the Circle for the time being, who

shall be entitled to direct at what point or points and in what manner they are to be commenced

and from time to time carried on.

BBBB\\\\0 Z) o VlW1FS .HG[ZGL ;]RGF C[9/ SFD SZJF AFAT 0 Z) o VlW1FS .HG[ZGL ;]RGF C[9/ SFD SZJF AFAT 0 Z) o VlW1FS .HG[ZGL ;]RGF C[9/ SFD SZJF AFAT 0 Z) o VlW1FS .HG[ZGL ;]RGF C[9/ SFD SZJF AFAT o o o o SMg8=FS8 C[9/ SZJFGF AWFH SFD ;S",GF H[ T[ JBTGF VlW1FS .HG[ZGL ;]RGF VG[ C[9/ TDFD AFATM DF8[ T[DGL D\H]ZLG[ VFWLG ZCLG[ SZJFGF ZC[X[P VF SFD SIF :Y/[ S[ :Y/MV[ VG[ S[JL ZLT[ X~ SZJF JBTMJBT S[JL ZLT[ VFU/ W5FJJF T[ V\U[ ;]RGF VF5JF VlW1FS .HG[Z CSSNFZ ZC[X[P

CLAUSE 30 : (1) Disputes to be referred to Tribunal :

The disputes relating to this contract, so far as they relate to any of the following matters,

Whether such disputes arise during the progress of the work or after the completion or

abandonment thereof, shall be referred to the Arbitration Tribunal, Gujarat State.

(i)The rates of payment under clause 5 for any tools, materials and stores, in or upon the works

of the site thereof or belonging to the contractor or procured by him an intended to be used for

execution of the work or any part thereof possession of which may have been taken by the

Engineer-in-charge under the said clause-5

(ii) The Reduction in rates made by the Engineer-in-Charge under clause 9 from the items of

works not accepted as completed fully in accordance with the sanctioned specifications.

(iii) The rate of payment for any class of work which is included in the additional or altered

work carried out by the contractor in accordance with the instructions of the Engineer-in-Charge

under clause 14 and the rates for which is to be determined under the said clause 14.

(iv) The rates of payment for materials already purchased or agreed to be purchased by the

contractor before receipt of notice given by the Engineer-in-Charge under clause 15, and/or the

amount of compensation payable to the contractor under the said clause for loss in respect of

such materials.

(v) The amount of compensation which the contractor shall be liable to pay under clause 17 in

the event of his failure to rectify, remove or reconstruct the work within the period specified in

the written intimation or the amount of expenses incurred by the Engineer-in-Charge under the


said clause 17 in rectifying, removing or re-executing the work or in removing and replacing the

materials or articles complained of .

(vi) The reduction of rates as may be fixed by the Engineer-in-Charge under clause 17 for the

inferior work or materials as accepted or made use of.

(vii) The amount of compensation payable by the contractor for damages as estimated and

assessed under clause 23.

(viii)The amount payable to the contractor for the work carried out under clause 33 in

accordance with the instructions and the requirements of the Engineer-in-Charge in a case where

there are no specifications .

(2) The provision of Section-21 of the GPWD dispute Arbi. Tribunal Act –92 & order issued by

the Govt. in connection with this Act will now apply for Arbitration (As per Government in N.

& W.R.D. letter No. SUT/1090/2679/K2 dtd. 9/2/94 .

(3) The provision of Arbitration Act .,shall in so far as they are inconsistent with the provision of

this act cease of to apply to any dispute arising from a works contract and all arbitration

proceedings in relation to such dispute before an arbitrator, court of authority shall stand

transferred to the Tribunal.

(4) The awards declared by the arbitrator should be speaking award, giving reasons and

calculations for every item of claims. The decision will have to be implemented by all the

departments of the State Government and Public Sector Enterprises of Gujarat. (Resolution F.

D. No. PB/1088/735/KT/Sachivalaya/Gandhinagar 5th

October 1988.)

(5) Incase of dispute leading to the contractor or Government of Gujarat approaching to Court of

Law, it shall be within the jurisdiction where the site of work is situated.

(6) The reference to arbitration proceeding under this clause shall not

(i) affect the right of the Engineer-in-charge under clause 5 to take possession of all or any tools

plants materials and stores in or upon the works of site thereof belonging to the contractor or

procured by him and intended to be used for the execution of the work or any part thereof.

(ii) Preclude the Engineer-in-charge from utilising the materials purchased by the contractor in

any work or from removing such materials to other places, during the period the work is stopped

or suspended in pursuance of notice given to the contractor under clause 15

(iii) Entitle the contractor to stop the progress of the work or the carrying out the additional or

altered work in accordance with the provisions of clause 14 or as the case may be or clause 33.

CLAUSE 31 : DELETED

CLAUSE 32 : Lump sum in estimates :

When the estimate on which a tender is made includes lump sum in respect of part of the work,

the contractor shall be entitled to payment in respect of the items of work involved or the part of

the work in question at the same rates as are payable under this contract for such items, or if the

part of the work in question is not in the opinion of the Engineer-in-charge capable of

measurement the Engineer-in-charge may , as his discretion, pay the lump sum amount entered

in the estimate and the certificate in writing of the Engineer-in-charge shall be final and

conclusive against the contractor with regard to any sum or sums payable to him, under the

provisions of this clause. BBBB\\\\0 #Z o V0 #Z o V0 #Z o V0 #Z o V\\\\NFHDFNFHDFNFHDFNFHDF\\\\GL prRS ZSDMoGL prRS ZSDMoGL prRS ZSDMoGL prRS ZSDMo H[ V\NFHGF VFWFZ[ 8[g0Z T{IFZ SZJ]\ CMI T[DF\ HM SFDGF VD]S EFUM V\U[ prRS ZSDGM ;DFJ[X YTM CMI TM VFJL AFATM DF8[ VF SMg8=FS8 C[9/ R]SJJF5F+ CMI T[H NZ[4 YI[, SFDGL AFATM DF8[ pST SFDGF SM. EFU DF8[ R]SJ6L D[/JJF SMg8=FS8Z CSSNFZ ZC[X[4 VYJF CJF,FGF .HG[ZGF DT[ pST SFDGF T[ EFUG]\ DF5 ,. XSFI T[D G CMI4 TM CJF,FGF .HG[Z 5FTFGF :JlJJ[S VG];FZ V\NFHDF\ GM\WFI[,L prRS ZSD R]SJL XSX[ VG[ VF B\0GL HMUJF. C[9/ SMg8=FS8Z G[ R]SJJF5F+ YTL ZSD S[ ZSDMG[ ,UT]\ CJF,FGF .HG[ZG]\ l,lBT 5|DF65+ T[GF DF8[ VFBZL VG[ lG6F"IS ,[BFX[P CLAUSE 33 : Action where no specifications :

In the case of work for which there is no such specification, such work shall be carried out tin

accordance with the Divisional Specification and in the event of there being no Divisional


Specifications, then, in such case the work shall be carried out in all respects in accordance with

the instructions and requirements of the Engineer-in-charge.

BBBB\\\\0 ## o SM. lJUTM G VF5L CMI tIFZ[ ,[JFG0 ## o SM. lJUTM G VF5L CMI tIFZ[ ,[JFG0 ## o SM. lJUTM G VF5L CMI tIFZ[ ,[JFG0 ## o SM. lJUTM G VF5L CMI tIFZ[ ,[JFG\\\\F 5U,F oF 5U,F oF 5U,F oF 5U,F o SM. lJUTM G CMI T[JF 5|SFZGF SFDGL AFATDF\ T[JL SFD l0lJhGGL lJUTM VG];FZ CFY WZJFG]\ ZC[X[ VG[ l0lJhGGL lJUTM G CMI tIFZ[ T[J]\ SFD TDFD ZLT[ CJF,F .HG[ZGL ;]RGFVM VG[ H~ZLIFT VG];FZ CFY WZJFG] ZC[X[P CLAUSE 34 : Definition of work :

The expression “work” or “works” where used in these conditions shall, unless, there be

something in the subject or context repugnant to such construction to mean the work, or the

works, contracted to be executed under or in virtue of the contract, whether temporary or

permanent and whether original, altered, substituted or additional .

BBBB\\\\0 #$ o SFDGL jIFbIF0 #$ o SFDGL jIFbIF0 #$ o SFDGL jIFbIF0 #$ o SFDGL jIFbIF o o o o VF XZTMDF\ J5ZFI[, SFD VYJF XaN5|IMU lJQFIGF ;\NE"DF\ SX]\ lJ~wW G CMI TM SFDR,Fp S[ SFIDL VG[ D]/ ;]WFZ[,F4 AN,JFDF\ VFJ[,F S[ JWFZFGF SMg8=FS8 C[9/ S[ SMg8=FS8ZGL ~V[ SZJFGF YTF\ SFD S[ SFDM V[JM YX[P CLAUSE 35 :Contractor’s percentage whether applied to net or gross amount of the bill:

Percentage referred to in the tender shall be deducted from/added to the gross amount of the bill

before deducting the value of any of any stock issued.(This clause shall be Application only for

B-1 tender )

CLAUSE 36 : Non refund of quarry fees & Royalties :

The contractor shall pay the royalty to the competent authority / local body as per rules. The

contractor shall furnish quarterly the statement showing quantity of quarried materials, from

whom purchased ( with full address of the seller ) and copies of bills for purchase to the District

Officer of the Mining and Geology Department or authority competent to levy royalty in the

area of work. Contractor shall also furnish such additional information as regard royalty

payment to the royalty authority. The royalty charges paid shall be borne by the Contractor and

shall not be reimbursed by the Executive Engineer (Authority :- R & BD Circular No. TNC –

2286 – UO – 39 (19) – C dated 23-10-1989.) pnMU4 BF6 VG[ pHF" lJpnMU4 BF6 VG[ pHF" lJpnMU4 BF6 VG[ pHF" lJpnMU4 BF6 VG[ pHF" lJEFUGF p5ZMST lJQFI 5ZtJ[GF TFP !q!q(* GF 9ZFJ S|DFEFUGF p5ZMST lJQFI 5ZtJ[GF TFP !q!q(* GF 9ZFJ S|DFEFUGF p5ZMST lJQFI 5ZtJ[GF TFP !q!q(* GF 9ZFJ S|DFEFUGF p5ZMST lJQFI 5ZtJ[GF TFP !q!q(* GF 9ZFJ S|DF\\ \\S V[D;LVFZvZ!&( v &&(5 K DFS V[D;LVFZvZ!&( v &&(5 K DFS V[D;LVFZvZ!&( v &&(5 K DFS V[D;LVFZvZ!&( v &&(5 K DF\\\\ H6FjIF 5|DF6[ SFI"JFCL SZJFGL ;]RGF ovH6FjIF 5|DF6[ SFI"JFCL SZJFGL ;]RGF ovH6FjIF 5|DF6[ SFI"JFCL SZJFGL ;]RGF ovH6FjIF 5|DF6[ SFI"JFCL SZJFGL ;]RGF ov !f ~FP ZP__ ,FB sA[ ,FBf YL JW] V\NFHL ZSDGF\ SFDM CMI T[JF SFDM DF8[ SFI"5F,S .HG[ZzL SFDGM JS" VM0"Z VF5[ S[ T]ZT H SFDGF XL0I],vALGL GS, H[ T[ lJ:TFZGF DNNGLX lGIFDS VYJF ÒHLVM,MHL;L:8 VYJF VF;L:8g8Ò HLVM,MHL;L:8 VYJF E]:TZ VG[ BGLH XFBFGF ÒHL<,F SR[ZLGF J0F H[VM S,[S8ZzLGL SR[ZLDF\ A[;[ K[ T[DG[ VF5JFGL ZC[X[P Zf ~FP ZP__ ,FB sA[ ,FBf YL p5ZGF SMg8=FS8ZMV[ T[VMV[ BZLN[, BGLHGM HyYM VG[ T[ SIF\YL BZLN[, K[ T[ J[RGFZGL lJUTM NXF"JTF AL,MGL GS,M TYF 5+GF ~5DF\ DFCLTL NZ +6 DF; p5Z !P DF\ NXF"J[, VlWSFZLG[ 5]ZL 5F0JFGL ZC[X[P VF AL,MDF\ DF, J[RGFZG]\ GFD4 :Y/4 TFZLB VG[ DF, ,[GFZG]\ GFD VG[ HyYM JU[Z[ NXF"J[,F CMJF HM.V[P #f H~Z 50I[ H~ZL SL:;FDF\ p5Z !P DF\ NXF"J[, VlWSFZL|zL TZOYL JW] DFCLTL lJUT DF, S[ AL,GF ;A\WDF\ DF\UJFDF VFJ[ TM T[ H[ T[ SFI"5F,S .HG[ZzL BGLH BFTFGF VlWSFZLG[ T[ lJUTM SMg8=FS8Z 5F;[YL D[/JJFDF\ DNN SZX[P HM VFJL DFCLTL ;DI;Z VF5JFDF\ GF VFJ[ T[ SM. SFI"5F,S .HG[ZzL4 TZOYL VF V\U[ ;CSFZ G D/[ TM BGLH lJEFUGF VlWSFZL T]T" H VF AFAT lGIFDSzLGF wIFG p5Z D]SX[P H[VM VF V\U[ pnMU4 BF6 VG[ pHF" lJEFU TYF H[ T[ ;\A\lWT lJEFUGF ;lRJzLGF wIFG 5Z D]SX[ VG[ VFJM 5+ D?I[YL ;A\lWT lJEFUGF ;lRJzL4 H[ T[ SFI"5F,S .HG[ZzLG[ TFtSFl,S DFCLTL 5]ZL 5F0JF ;]RGF VF5X[P VF 5|YF VD,L AGTF\ VF 5lZ5+GL TFZLBYL ;LSIMZL8L 0L5MhL8 5ZT SZJF DF8[ ZMI<8L EIF¶ V\U[GF 5|DF65+GM VFU|C ZFBJFGM ZC[X[ GCLP ZFHI ;ZSFZGF AF\WSFD DF8[ J5FTF UF{6 BlGHGL ZMI<8L EZJF AFATPPPPP VF SFDDF\ HIFZ[ ;FNL DF8L sVM0L"GZL S,[f VG[ s;MO8f D]ZD JF5ZJFDF\ VFJ[ T[GF p5Z 56 ZMI<8L R]SJJF 5F+ K[P lJX[QFDF[ UF{6 BGLH AFATDF\ U]P UF{PVPlGP!)&& VG[ T[GF VG];\WFGDF\ JBTMJBT ACFZ 5F0JFDF\ VFJ[,F 9ZFJM 4 ,FU]


50X[P4 VG[ T[ D]HA ,Lh S[ 5ZDL8 ,[JFG]\ VG[ ZMI<8L EZJFGL ZC[X[P s pWMU4 BF6 VG[ pHF¶ lJEFU 9ZFJ S|DF\S V[DPV[DPVFZP q !!Z___ q Z_!# q K TFP!v)v_$

!vVP SZFZ C[9/GF OF.G, AL,GL GS, HL<,FGF ;\,uG pWMU VG[ BF6 lJEFUGF HL<,FGF E]:TZ VlWSFZLG[ VF5JFGL ZC[X[P

s DFPDPlJEFUGM 5lZ5+ S|DF\S 8LV[G;L q !_q Z__Z q s!$f q ; TFPZ(v$vZ__# TYF Z*v$vZ__5 f P

Clause 37: Compensation under the workmen’s compensation Act :

The contractor shall be responsible for and shall pay compensation to his workman payable

under the Workman’s Compensation Act. 1923 (VIII of 1923) hereinafter called the said Act)

for injuries caused to the workman. If such compensation recoverable by Government as

principal under sub-section 12(1) of the said Act on behalf of the Contractor it shall be

recoverable by Government from the contractor under sub section 12(2) of the said section. Such

compensation shall be recovered in the manner laid down in clause 1 above.

BBBB\\\\0 #*0 #*0 #*0 #* o SFDNFZ J/TZ VlWlGID C[9/ J/TZ oo SFDNFZ J/TZ VlWlGID C[9/ J/TZ oo SFDNFZ J/TZ VlWlGID C[9/ J/TZ oo SFDNFZ J/TZ VlWlGID C[9/ J/TZ o SFDNFZMG[ YI[, .HFVM DF8[ !)Z# GF SFDNFZ J/TZ VlWlGID C[9/ R]SJJF5F+ SM. 56 J/TZ R]SJJF SMg8=FS8Z HJFANZ ZC[X[P pST VlWlGIDGL S,D !Z GL 5[8F S,D !P C[9/4 SMg8=FS8Z JTL ;ZSFZ[ D]bI 51FSFZ TZLS[ VFJ]\ J/TZ R]SjI]\ CMI TM ;ZSFZ T[ ZSD pST S,DGL 5[8F S,D !P C[9/4 SMg8=FS8Z JTL ;ZSFZ[ D]bI 51FSFZ TZLS[ VFJ]\ J/TZ R]SjI]\ CMI TM ;ZSFZ T[ ZSD pST S,DTL 5[8FvS,D ZP VgJI[ SMg8=FS8Z 5F;[YL J;], SZL XSX[P VFJ]\ J/TZ p5ZGF B\0 ! DF\ H6FJ[,L ZLT[ J;], SZJFDF\ VFJX[P

CLAUSE 37-A Liability of the contractor in case of accidents

The Contractor shall be responsible for and shall pay the expenses of providing medical aid to

any workmen who may suffer a bodily injury as a result of an accident. If such expenses are

incurred by Government, the same shall be recoverable from the contractor for with and be

deducted, without prejudice to any other remedy of Government from amount due or that may

become due to the Contractor.

BBBB\\\\0 #*PSP0 #*PSP0 #*PSP0 #*PSP VS:DFTG[ 5ZL6FD[ SM. SFDNFZG[ XFZLZLS .HF YFI TM T[ G[ TALAL ;CFI 5]ZL 5F0JF DF8[ SMg8=FS8Z HJFANZF ZC[X[ VG[ T[ V\U[G]\ BR" T[D6[ R]SJJFG]\ ZC[X[P VFJ]\ BR" ;ZSFZ[ SI]" CMI TM SMg8=FS8Z 5F;[YL T[ TZTH J;], SZJF 5F+ ZC[X[ VG[ ;ZSFZGF ALHF SM. 5U,FG[ AFW GF VFJ[ T[ ZLT[ SMg8=FS8ZGL ,[6L VYJF CJ[ 5KL ,[6L YGFZ ZSDDF\YL T[ SF5L ,[JFX[ Clause 37-B: Arrangements for personal safety requirements and first aid

The contractor shall provide all necessary personal safety equipment and first aid apparatus

available for the use of the person employed on the site and shall maintain the same in suitable

condition for immediate use at any time and shall comply with the following regulations in

connection therewith.

(a)The workers shall be required to use the equipment so provide by the Contractor and

Contractor shall take adequate steps to ensure proper use of the equipment by those concerned.

(b)When work is carried on in approximates to any place where there is a risk of drowning all

necessary equipment shall be provided and kept for use and all necessary steps shall be taken for

the prompt rescue of any person, in danger.

(c) Adequate provision shall be made for prompt first aid treatment of all injuries to be sustained

during the course of the work.

Clause 38 : Quantities in the tender to be considered approximate and they

are subject to variations

The quantities shown in the tender are approximate and no claim shall be entertained for

quantities of work executed being less than those entered in the tender. In the case of increase in


the quantities by more than 30% the new rate will be paid to the contractor for the quantities in

excess of 30%The rates for the increased quantities as aforesaid will be fixed in the manner

specified in clause – 14

Clause 39 : Employment of famine or other labour : The contractor shall employ any famine, convict or other labour or particular kind or class, if

ordered in writing to do so by the Engineer-in-charge. BBBB\\\\0 #)0 #)0 #)0 #) o N]QSF/U|:T lJ:TFZGF VYJF ALHF DH]ZMG[ SFD[ ZFBJF AFAT oN]QSF/U|:T lJ:TFZGF VYJF ALHF DH]ZMG[ SFD[ ZFBJF AFAT oN]QSF/U|:T lJ:TFZGF VYJF ALHF DH]ZMG[ SFD[ ZFBJF AFAT oN]QSF/U|:T lJ:TFZGF VYJF ALHF DH]ZMG[ SFD[ ZFBJF AFAT o CJF,FGF .HG[Z V[JM ,[lBT C]SD SZ[ TM N]QSF/YL V;ZU|:T4 U]G[UFZ TZLS[P ;HF 5FD[,F VYJF VD] RMSS; 5|SFZGF JU" S[ JU"GF ALHF DH]ZMG[SMg8=FS8Z SFD[ ZFBJFGF ZC[X[P Clause 40 : Claim for compensation for delay in starting the work No compensation shall be allowed for any delay caused in the starting of the work on account

of delay in making available the full site of land at a time.

Clause 41 : Claim for compensation for delay in the execution of work

No claim for compensation shall be allowed for any delay in execution of the work on account

of water standing in borrow pits or compartment. The rates are inclusive of hard or cracked soil,

excavation in mud, sub soil water or water standing in borrow-pits and no claim for an extra rate

shall be entertained unless otherwise expressly specified.

BBBB\\\\0 $! o SFD SZJFDF0 $! o SFD SZJFDF0 $! o SFD SZJFDF0 $! o SFD SZJFDF\\\\ YI[, lJ, YI[, lJ, YI[, lJ, YI[, lJ,\\\\A DF8[ J/TZ VA DF8[ J/TZ VA DF8[ J/TZ VA DF8[ J/TZ V\\\\U[GM CSS NFJM oU[GM CSS NFJM oU[GM CSS NFJM oU[GM CSS NFJM o RMS0LDF\ VYJF SM. EFUDF\ 5F6L HJFG[ SFZ6[ SFD SZJFDF\ lJ,\A V\U[ SX] J/TZ V5FX[ GlCP VF NZDF\ ;BT VYJF lTZF0JF/L HDLG DF8[GF SFNJ VG[ E]UE" H/JF/F EFUDF\ 5F6L EZF. ZC[T] CMI T[JL RMS0LGL HuIFDF\ BMNSFD DF8[GF NZGM ;DFJ[X YFI K[ VG[ VgIYF :5Q8 H6FjI] CMI T[ l;JFI4 JWFZFGF NZ DF8[ SM. CS NFJM wIFGDF\ ,[JFX[ GlC Clause 42 : Entering upon or commencing any portion or work :

The Contractor shall not enter upon or commence any portion or work except with the written

authority and instruction of the Engineer-in-charge or of his subordinate in charge of the work.

Failing such authority, the Contractor shall have no claim to ask measurement of or payment for

work.

BBBB\\\\0 $ Z o SFDGM SM. EFU GJ[;ZYL CFY WZJF S[ X~ SZJF AFAT o0 $ Z o SFDGM SM. EFU GJ[;ZYL CFY WZJF S[ X~ SZJF AFAT o0 $ Z o SFDGM SM. EFU GJ[;ZYL CFY WZJF S[ X~ SZJF AFAT o0 $ Z o SFDGM SM. EFU GJ[;ZYL CFY WZJF S[ X~ SZJF AFAT o CJF,FGF .HG[ZG[ VYJF TFAFGF SFDGF CJF,FGF VlWSFZLGM l,lBT C]SD VG[ ;]RGF l;JFI SMg8=FS8Z SFDGM EFU GJ[;ZYL CFY WZL S[ X~ SZL XSX[ GlCP VFJM C]SD G D?IM CMI TM SFDGF SM. DF5 ,[JF V\U[ S[ R]SJ6L DF8[SMg8=FS8Z SXM CSSNFJM SZL XSX[ GlCP Clause 43 : Minimum age of person employed :

(I) No Contractor shall employ any person who is under the age of 18 years.

BBBB\\\\0 $# o SFD[ ZBFI[, jIlSTVMGL VMKFDF0 $# o SFD[ ZBFI[, jIlSTVMGL VMKFDF0 $# o SFD[ ZBFI[, jIlSTVMGL VMKFDF0 $# o SFD[ ZBFI[, jIlSTVMGL VMKFDF\\\\ VMKL JI o VMKL JI o VMKL JI o VMKL JI o SMg8=FS8Z !( JQF"GL GLR[GL pDZGL SM. 56 jIlST SFD[ ZFBL XSX[ GCLP Clause 43(1)(A) :The employment of donkeys and / or other animals and the payment of

fair wages :

For Asphalt work(s) as far as possible, only the adult persons should be employed by the

contractor. If the adult person are not available, then the children below the age of 15(Fifteen

years ) should not be employed under any circumstance.

(ii)No contractor shall employ donkeys or other animals with branching of string or thin rope.

The branching must be at least three inches wide and should be of tape (Newer). Zf SMg8=FS8Z UW[0F VYJF ALHF 5|F6LVMGF 5L9GF EFU 5Z hL6L NMZL VYJF 5FT/]\ NMZ0]\ AF\WLG[ T[DG[ SFD[ ,. XSX[ GlCP 5L9 EFU 5Z AF\WJF VMKFDF\ VMKL # .\R 5CM/L OLT sGJFZfSFDDF\ ,[JLP (iii)No animal suffering from stores, lameness or emaciation or which is immature shall be

employed on the work. #f WFZFJF/F4 BM0\UFTF VYJF S'X S[ GFGF 5|F6LG[ SFD[ ZFBL XSFX[ GCLP


(iv) The Engineer-in-charge or his agent is authorised to remove from the work any person or

animal found working which does not satisfy these conditions and no responsibility shall be

accepted by Government for any delay caused in the completion work by such removal. $f VF XZTM D]HA G CMI T[JL SM. 56 jIlST S[ 5|F6L SFD SZTLq SZT]\ DF,]D 50[ TM T[G[ SFD 5ZYL N]Z SZJFGL ;tTF CJF,FGF .HG[ZG[ S[ T[DGF V[Hg8G[ K[ VG[ VFJL ZLT[ SM. jIlST S[ 5|F6L N]Z SZJFYL UI[, SM. 56 lJ,\A DF8[ ;ZSFZGL SM. HJFANFZL ZC[X[ GlCP (v) The Contractor shall pay fair and reasonable wages to the workman employed by him in the

contract undertaken by him in the event of any dispute arising between the Contractor and his

workmen on the grounds that the wages paid are not fair and reasonable, the dispute shall be

referred without delay to the Engineer-in-charge who shall decide the same. The decision of the

Engineer-in-charge shall be conclusive and binding on the Contractor , but such decision shall

not in any way affect the conditions in the contract regarding the payment to be made by

Government at the section tender rates. 5f 5MT[ CFY WZ[,F SMg8=FS8 DF8[ SFD[ ZFB[, SFDNFZMG[SMg8=FS8Z[ jIFHAL J[TG R]SJJFG]\ ZC[X[P R]SJ[, JFHAL G CMJFGF D]¡F 5Z SMg8=FS8Z VG[ T[DGF SFDNFZM JrR[ SM. hW0M pEM YFI TM T[ hW0M lJGF lJ,\A[ CJF,FGF .HG[ZG[ ;M5JFDF\ VFJX[ VG[ T[ V\U[ T[VM lG6"I VF5X[P CJF,FGF .HG[ZGM lG6"I VG[ A\WGSTF" ZC[X[P 5Z\T] VF lG6"IYL D\H]Z SZ[,F 8[g0ZGF NZ[ ;ZSFZ[ SZJFGL YTL R]SJ6LG[ ,UTL SMg8=FS8DF\YL XZTMG[ SXL V;Z YX[ GlCP (vi) Government at the sanctioned tender rates.

The contractor shall provide drinking water facilities to the workers/ laborers employed on

Government works Amenities relating to sanitation shall also be provided to the

workers/laborers employed on works (in urban areas) . if the contractor fails to comply with

these provisions, the Engineer-in-charge shall give notice in writing and if the contractor does

not provide this facility to the workers/ laborers within a period of ten days from the date of the

notice in writing, the Engineer-in-charge shall thereupon make the arrangement for drinking

water at the cost of the contractor. &f ;ZSFZL SFD[ ZFB[,F SFDNFZM o DH]ZMG[ 5LJFGF 5F6LGL ;UJ0 SMg8=FS8Z[ 5]ZL 5F0JFGL ZC[X[P sXC[ZL lJ:TFZMDF\ fSFD[ ZFB[,F SFDNFZMG[ :JrKTF lJQFIS ;UJ0M 56 5]ZL 5F0JFGL ZC[X[P SMg8=FS8Z VF HMUJF.G]\ 5F,G SZJFDF\ lGQO/ HX[ TM CJF,FGF .HG[Z T[G[ ,[lBT GMl8; VF5X[ VG[SMg8=FS8Z VFJL ,[lBT GM8L;GL TFZLBYL NLG N;GL D]NTDF\ SFDNFZMvDH]ZMG[ VF ;UJ0 GCL VF5[ TM CJF,FGF .HG[Z SMg8=FS8ZGF BR[" 5LJFGF 5F6LGL jIJ:YF SZX[P (vii) The Contractor shall provide the amenity of proper shade and shelter to the workers/

labourers and their children on Government works as soon as the work starts. If the contractor

fails to provide shed and shelter, the Engineer-in-charge shall provide the same at the cost of

contractor. *f SFD X~ YFI S[ TZTH SMg8=FS8Z[ ;ZSFZL SFD 5ZGF SFDNFZM DH]ZM VG[ T[DGF AF/SMG[ IMuI X[0 VG[ VFzI VF5JFGL ;UJ0 5]ZL 5F0JFGL ZC[X[P X[0 VG[ VFzI:YFG 5]ZF 5F0JFDF SMg8=FS8Z lGQO/ HX[ TM SMg8=FS8ZGF BR[" CJF,F .HG[Z 5]ZF 5F0X[P

Clause 44 : Method of payment :

Payment to contractor shall be made by cheque drawn on any treasury within the division

convenient to them, provided the amount exceeds Rs. 10 Amount not exceeding Rs. 10 will be

paid in cash.

BBBB\\\\0 $$ R]SJ6LGL ZLT o 0 $$ R]SJ6LGL ZLT o 0 $$ R]SJ6LGL ZLT o 0 $$ R]SJ6LGL ZLT o

R]SJ6LGL ZSD ~ !_ SZTF JW] CMI TM4 SMg8=FS8ZG[ VG]S]/ CMI T[JF 0LJLhGGF lJ:TFZGL SM.56 TLHMZL 5ZGF R[S wJFZF T[DG[ R]SJ6L SZFX[ ~FP !_ YL JW] G CMI T[JL ZSD ZMS0[YL R]SJJFDF\ VFJX[P Clause 44 A : Any sum of money due and payable to the Contractor (including the security

deposit returnable to the contractor) executing any Government work or work of any District

Panchayat wholly financed as grant-in-aid under this contract shall be appropriated by any

District Panchayat / Government and shall be set off against any claim of the

Government/District Panchayat of Gujarat state by the District Panchayat of Gujarat


State/Government for the payment of a sum of money arising out or under any other contract

made by the contractor with the Government/District Panchayat of Gujarat State for the work

wholly the contractor against any claim of the Government / District Panchayat of Gujarat state

is available, such a recovery shall be made from the contractor as arrears of land revenue.

Clause 45 : DELETED

Clause 46 : Employment of scarcity labour :

If Government declares a state of scarcity or famine to exist in any village situated within 16

kilometers of the work, the Contractor shall employ upon such parts of the work, as are suitable

for unskilled labour, any person certified to him by the Engineer-in-charge or by any persons to

whom, the Engineer-in-charge may have delegated this duty in writing to be in need of relief and

shall be bound to pay to such persons, wages not below the minimum which Government may

have fixed in this behalf. Any disputes which may arise in connection with the implementation

of this clause shall be decided by the Engineer-in-charge whose decision shall be final and

binding on the contractor.

BBBB\\\\0 $& o VKTU|:T lJ:TFZGF DH]ZG[ SFD[ ZFBJF AFAT o 0 $& o VKTU|:T lJ:TFZGF DH]ZG[ SFD[ ZFBJF AFAT o 0 $& o VKTU|:T lJ:TFZGF DH]ZG[ SFD[ ZFBJF AFAT o 0 $& o VKTU|:T lJ:TFZGF DH]ZG[ SFD[ ZFBJF AFAT o SFDGF :Y/[YL !& SLDLGL V\NZ VFJ[,F SM. 56 UFDDF\ VKTGL VYJF N]QSF/GL l:YTL 5|JT"TL CMJFG]\ ;ZSFZ HFC[Z SZ[4 TM H[DF\ S]X/ SFZLUZMGL H~Z G CMI T[JF SFDGF SM. 56 EFU p5Z SMg8=FS8Z4 CJF,FGF .HG[Z VYJF T[D6[ T[ V\U[GL OZH H[G[ ,[lBT ZLT[ ;M\5L CMI T[JL jIlSTV[ H[ jIlSTV[ H[ jIlSTVMG[ ZFCTGL VFJxISTF CMJFG]\ 5|DF65+ VF%I]\ CMI T[DG[ SFD[ ZMSJFGF ZC[X[ VG[P VF V\U[ ;ZSFZ[ H[ NZ GSSL SIF" CMI T[YL VMKF G CMI V[JF NZ[ VFJL jIlSTVMG[ J[TG R]SJJF T[ A\WFI[, ZC[X[P VF B\0GF VD, 5ZtJ[ SM.56 TSZFZ p5l:YT YFI TM T[GM lG6"I CJF,FGF .HG[Z SZX[ VG[ T[ lG6"I SMg8=FS8Z DF8[ VFBZL VG[ A\WGSTF" ZC[X[P Clause 47 : DELETED

Clause 48 : The rates to be quoted by the Contractor must be inclusive of sales tax . No extra

payment on this account will be made to the contractor. BBBB\\\\0 $( o0 $( o0 $( o0 $( o SMg8=FS8Z 8F\S[ T[ EFJDF\ J[RF6J[ZFGM ;DFJ[X Y. UI[,M U6FX[P VF 5[8[ SMg8=FS8ZG[ SM. JWFZFGL R]SJ6L SZJFDF\ VFJX[ GlCP

Clause 49 : The Contractor should, as far as possible , obtain his requirement of laborers skilled

and unskilled , from the nearest Employment Exchange so as to utilize the local employment

potential. If there are no local Employment Exchange or such Exchanges are not able to provide

the required labour locally, suitable laborers should be utilised to the maximum extent possible. BBBB\\\\0 $)0 $)0 $)0 $) o SMg8=FS8Z[ HM.TF S]X/ VG[ ALGS]X/ DH]ZM XSI CMI tIF\ ;]WL GHLSDF\ GHLSGL ZMHUFZ SR[ZLV[YL D[/JJF4 H[YL :YFlGS ZMHUFZ XlSTGM p5IMU Y. XSX[P :YFlTS ZMHUFZ SR[ZLVM G CMI VYJF VFJL SR[ZLVM H~ZL DH]ZM :YFlGS ZLT[ 5]ZF 5F0L XS[ T[D G CMI TM IMuI DH]ZMG[ AT[ T[8,F JW] 5|DF6DF\ p5IMU SZJMP

Clause 50 : Fair Wages :

If a Contractor fails to pay within ‘7’ (Seven) days to the laborer(s) /worker(s) the minimum

wages prescribed by the Government under the Minimum Wages Act. 1948 as in force from

time to time, the Engineer-in-charge shall be at liberty to deduct the amount payable to the

laborer/ workers from his (Contractors) bills or deposit(s) payable by the Contractor after

making due inquiries and establishing the claim(s) of the laborer(s) /Workers(s).

The contractor shall not be entitled to any payment of compensation on account of any loss that

the Contractor may have to incur on account of the action as aforesaid. Before the action as

aforesaid, is enforced, a notice in writing to the Contractor shall be issued by the Engineer-in-

charge to pay the wags as per Minimum Wages Act in force at the relevant time. If Contractor

does not act as aforesaid within seven days, then the action contemplated as above shall be taken

against him.


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Clause 51 : DELETED

Clause 52 : List of Machinery :

The contractors shall also give a list of machineries in his possession and which they purpose to

use on the work.

BBBB\\\\0 5Z o I0 5Z o I0 5Z o I0 5Z o I\\\\+;FDU|LGL IFNL o +;FDU|LGL IFNL o +;FDU|LGL IFNL o +;FDU|LGL IFNL o SMg8=FS8Z 5F[TFGF SAHFDF\GL VG[ SFD DF8[ p5IMUDF\ ,[JF lJRFZ[, I\+;FDU|LGL IFNL 56 VF5JFGL ZC[X[P Clause 53 : (I) In case , the roller deployed by Department for the use on contract work is kept

idle by the contractor for want of adequate labour and materials, the contractor will have to pay

rental charges as per prevailing rules even though the items of rolling and watering are to be

carried out by the department.

(ii) If the contractor does not plan his programme so as to suit the requirement of the

Department, the proportionate rental charge on roller shall be recovered from the contractor.

Clause 54 : Local labour on normal rates :

The contractor shall have to engage local labour and person seeking employment where

available on normal rate.

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Clause 55 : Land on Hire and rental charges Rent will be recovered from the contractor for the land given to them for stacking materials as

well as for construction of temporary hutments etc.

Land measuring Charges

1. One hectare or less Rs. 05 Per month

2. More than 1 hectare & upto 2 hectares Rs.10 per month



Clause 56 : Vaccination to labour The contractor shall employ only such labour who shall

produce a valid certificate of having been vaccinated against small-pox within a period of last

three years. BBBB\\\\0 5& 0 5& 0 5& 0 5& o SMg8=S8Z K[<,F # JQF"GL D]NT NZlDIFG XLT/FGL Z;L V5F. CMJF AFATG]\ :JLSFI" 5|DF65+ ZH] SZGFZ DH]ZMG[H SFD[ ZFBX[P Clause 57 : Camp facilities to workers

1 Huts : The contractor shall build sufficient number of huts on a suitable plot of land for the

use of the laborers according to the following specifications.

(1) Huts of bamboos and grass may be constructed.

(2) (2) A good site shall be selected. High ground removed form jungle but well provided with

tress shall be chosen wherever it is available. The neighborhood of rank jungle, grass or


weeds should particularly be avoided. Camps should not be established close to large

cuttings of earth work.

(3) The lines of huts shall have open spaces of at least 10 m. between rows. When a good

natural site cannot be procured, particular attention should be given to the drainage.

(4) There should be no over-crowding. Floor spaces at the rate of 2.8 Sq.m. per head shall be

provided. Care should be taken to see that the huts are kept clean and in good order.

(5) The contractor must find out his own land. If he wants Government land, he should apply for

it and pay assessment for it.

2. Drinking Water : The contractor shall as far as possible, provide an adequate supply of

chlorinated pure potable drinking water for the use of laborers. This provision shall be at the

rate of not less than 4.5 liters per head . No provision need-be made where there is a suitable

nala, river or well within 0.4 km of the camp. However arrangement should as far as

possible, be made to chlorinate water by chlorinated tables fore it is allowed for drinking

purpose .

3. The contractor shall construct semi permanent latrines for the use of Laborers on the

following scale, namely (a) Where female are employed , there shall be at least one latrine

for every 25 females . (b) Where males are employed there shall be at lest one latrine for

every 25 males provided that where the number of males or female exceed 100 , it shall be

sufficient if there is one latrine for every 25 males or females , as the case may be upto the

first 100 and one for every 50 thereafter.

4. Privacy in latrines : Every latrine shall be under cover and so partitioned off as to secure

privacy , and shall have a proper door and fastenings.

5. Notice to be displayed outside latrines and urinals : (1) Where workers of both sexes are

employed there shall be displayed outside each block of latrine and urinal a notice in the

language understood by the majority f the workers For Men Only or For Women Only : as

the case may be. (2) The notice shall also bear the figures of a man or of a women, as the

case may be .

6. Urinals : There shall be at least one urinal for male/female workers upto 50 employed at a

time . Provided that where the number of male or female workmen, as the case may be,

exceeds 500, it shall be sufficient if there is one urinal for every 50 males or females upto the

first 500 and one for every 100 males or females or part thereof.

7. Latrines and Urinals to be accessible : (1) The latrines and urinals shall be conveniently

situated and accessible to workers at all times at the establishment . (2) (I) The latrines and

urinals shall be adequately lighted and shall be maintained in a clean and sanitary condition

at all times (ii) Latrines and urinals other than those connected with a flush sewage system

shall comply with the requirements of the Public Health Authorities.

8. Water for latrines and urinals : Water shall be provided by means of pipes or tanks or the

rise, so also be conveniently accessible in or near the latrines and urinals.

9. Bathing and washing places : (1) The contractor shall construct sufficient number of

bathing places every unit of 20 persons being provided with a separate bathing place. (2)

Washing places should also be provided for the purposes of washing clothes. Every unit of

30 persons shall have at least one washing place. (3) such bathing and washing place should

be suitably screened and separate places provided for male and female workers . (4) Such

facilities shall be conveniently accessible and shall be kept in clear and hygienic condition.

10. Drainage : The contractor shall make sufficient arrangement for draining away the sewerage

water as well as water from the bathing and washing places and shall dispose off this waste

water in such as way as not to cause nuisance. The contractor should obtain a permission

from the Gujarat Water Pollution Control Board, Gandhinagar if Water is so be drained in

river or near the well . The contractor would put malaria oil once in a week in stagnant water

round about the residence.


11. Medical facilities : The contractor shall engage a medical officer with a traveling dispensary

for a camp having 500 or more persons if there is no Government or other private dispensary

situated within 6 k.m. from the camp.

12. Conservancy and cleanliness: The contractor shall provide the necessary staff for effecting

the satisfactory conservancy and cleanliness of the camp to the satisfaction of the Engineer-

in-charge . At least one sweeper per 200 persons should be engaged. Conservancy staff

should dump refuge in compost pit, away from the labour camp.

13. Health Provisions : The District Health Officer of the District or the Deputy Director of

Health Service shall be consulted before opening a labour camp and his instructions on

matters, such as the water supply, sanitary convenience, the camp-site, accommodation and

food supply shall be followed by the contractor.

14. Precautions against epidemic : (a) The authorities in charge of the colonies should get the

laborers inoculated against cholera and plague and vaccinated against smallpox at the time or

recruitment , if they are not inoculated or vaccinated within 6 months or 3 years respectively

prior to the date of recruitment. (b) When, in any labour camp there is an epidemic disease or

is threatened with such an outbreak, the authorities in charge of the labour camps should

ensure that all the inmates of the labour colonies are inoculated or vaccinated as the case

may be , depending on the diseases, within 72 hours after the outbreak. (c) The authorities in

charge of the labour colony should arrange to communicate by wire regarding the outbreak

of the epidemic diseases on the very day of the outbreak, of the Mamlatdar of the Taluka, the

District Health officer or to the Deputy Director of Public Health in charge of that area and

the Director of Public Health. Thereafter they should continue to send daily reports to the

above officers in the prescribed form regarding the progress of the epidemic disease. (d)

When the authorities in charge of the labour colony suspect or have reason to believe that

any immediate of the labour colonies is suffering from the infectious or contagious disease ,

they shall forthwith arrange for the segregation of such persons to isolated huts to be

specifically provided for the purpose and also for their treatment (e) As regional malaria

epidemic outbreaks are likely to occur in such project areas, the authorities in charge of the

labour colonies should report promptly the occurrence of unusual incidence of cases of

malaria and also inform the District Health Officer of the District, Deputy Director of Public

Healthy (Malaria) and the Director of Public Health and also arrange to institute all

necessary anti malarial measures as may be advised by the officials of the Public Health

Department.

(t) The authorities in charge of the colonies should also arrange to carry out any other measures

that may be recommended by the officials of the Public Health Department necessary to prevent

or control the spread of disease.

15. Rest rooms: (1) In every place where in contract labour is required to halt at night in

connecting with the contract works and in which employment of contract labour is likely to

continue for three month or more, the contractors shall provide and maintain rest rooms or other

suitable alternative accommodation within fifteen days of the employment of contract labour.

(2) If the amenity referred to in sub rule is not provided by the contractor within the period

prescribed, the employer shall provided the same within a period of fifteen days of the

expiry of the period laid down in the sub-rule (1).

(3) Separate rooms shall be provided for women employees.

(4) Effective and suitable provision shall be made in every rooms for securing and maintaining

adequate ventilation for the circulation of fresh air and there shall also be provided and

maintained sufficient and suitable natural or artificial lighting.

(5) The rest room or other suitable alternative accommodation shall be of such dimensions as to

provide at least a floor area or 1. Sq. mt. For each person making use of rest rooms.


(6) The rest room or other suitable alternative accommodation shall be so constructed as to

afford adequate protection against heat, wind, rain, and shall have smooth, hard and

impervious surface.

(7) The rest rooms or other suitable alternative accommodation shall be at a convenient distance

from the establishment and shall have adequate supply of whole some drinking water.

16.Canteen Facilities : (1) In every establishment of contract work and wherein work regarding

the employment of contract labour is likely to continue for six months and wherein contact

labour numbering one hundred or more are ordinarily employed, the adequate canteen facilities

shall be the contractor for the use of such contract labour within sixty days of the

commencement of the employment of contract labour.

(2) If the contractor fails to provide the canteen facilities within the time limit laid down the

same shall be provided by the principal employer within sixty days of the time allowed to

the contractor.

(3) The canteen shall be maintained by the contractor or principal employees as the case may

be in an efficient manner.

17. Accommodation in canteen : (1) The canteen shall consist of at least dining hall, kitchen,

storeroom, pantry, and washing places separately for worker and for utensils.

2 (I) The canteen shall be sufficiently lighted at all times where any person has access to it.

(ii) The floor shall be made of smooth and impervious materials and inside walls shall be lime-

washed or color-washed at least once in each year, provided that the inside walls of the kitchen

shall be lime-washed every four months.

3 (I) The premises of the canteen shall be maintained in clean and sanitary condition.

(ii) Waste water shall be carried away in suitable covered drains and shall not be allowed to

accumulate so as cause nuisance.

(iii) Suitable arrangements shall be made for the collection and disposal of garbage.

18. Accommodation in dining hall : (1) The dining hall shall accommodate at a time, atleast

30% of the contract labour working at a time.

(2) The floor area of the dining hall excluding the area occupied per dinner to be accommodated

shall as prescribed in sub rule (1)

(3) (I) A portion of the dining hall and service counter shall be partitioned and reserved for

women workers, in proportion to their numbers. (ii) Washing places for women shall be

separate and screened to secure privacy.

(4) Sufficient table, stools, chairs or benches shall be available for the number of diners to be

accommodated as prescribed in sub rule 1.

19. Equipment in canteen : (I) There shall be provided and maintained sufficient utensils,

crockery , cutlery, furniture and any other equipment necessary for the efficient running of the

canteen.

(ii) The furniture utensils and other equipment shall be maintained in a clean and hygienic

condition.

(2) (I) Suitable clean cloths for the employees serving in the canteen shall also be provided and

maintained.

(ii) A service counter, if provided , shall have a top of smooth and impervious materials.

(iii) Suitable facilities including an adequate supply of hot water shall be provided for the

cleaning of utensils and equipment.

20. Food stuff to be served : The food stuff and other items to be served in the canteen shall be

in conformity with the normal food habits of the contract labour.


21. Prices to be displayed : The charges for food stuffs, beverages and any other item served in

the canteen shall be based on “no profit, no loss” and shall be conspicuously displayed in the

canteen.

22. Canteen to be run on “No profit no loss” basis : In deriving the prices of food stuffs and

other articles served in the canteen, the following items shall not be taken into consideration as

expenditure, namely.

(a) the rent for the land and building.

(b) The depreciation and maintence charges for the building and equipment provided for in the

canteen.

(c) The cost of purchase, repairs and replacement of equipment including furniture, crockery,

cultery and utensils.

(d) The water charges and other charges incurred for lighting and ventilation.

(e) The interest on the amount spent on the provisions and maintenance of furniture and

equipment provided for in the canteen.

The local officers should check up whether, facilities as offered and which are admissible under

the existing rules and orders are made available to the workers and enforce upon the contractors

the necessity of adhering to the instructions for promotion of welfare of the workers according to

the terms of the contract .

23.-BOOKS OF ACCOUNTS AND REGISTRES OF THE CANTEEN : The books of

accounts and registers and other documents used in connection with the running of the canteen

shall be produced on demand to an inspector.

24.-AUDIT OF THE ACCOUNTS OF THE CANTEEN : The accounts pertaining to the

canteen shall be audited once every 12 months by registered accountants and auditors. Provided

that the Labour Commissioner may approve of any other person to audit the accounts; if he is

satisfied that it is not feasible to appoint a registered accountant and auditor in view of the site or

the location of the canteen.

CLAUSE 58: Gun boots, hand gloves, masks etc., to labourers Contractor shall have to

arrange for the supply of gumboots. Hand gloves, mask etc. invariably to the laborers/workers

engaged by the contractor on asphalt work.

CLAUSE 59: No distinction between Harijans and other workers The Contractor shall not show any distinction between Harijan and other class of laborers /

workers employed to carry out the Government work.

CLAUSE 60: Price Variation Clause : (DELETED)

CIAUSE 60A Price Variation for Cement, Steel and Asphalt brought by Contractor :

DELETED

CLAUSE 61 : FENCING AND LIGHTING :

(a) The contractor shall, unless otherwise specified, be responsible for the proper fencing,

lighting grading and taking of the necessary safety measures for all works comprised in the

contract and for the proper provision of temporary road, way, foot-way , guards, fences, caution

notices, etc. as far as the same may be rendered necessary by reasons of the work for the

accommodation of workmen, foot passengers or other traffic and of owners and occupiers of

adjacent property and the public and shall remain responsible for any accident that may occur on

account of his failure to take proper & timely precautions.

(b) All the arrangements made for fencing and lighting shall be maintained by the contractor

through the currency of the contract till the physical taking over of the work by department.


CLAUSE 62 : LIABILITY OF ACCIDENTS TO PERSONS :

Responsibilities and liabilities lf the contractor under Workmen’s Compensation Act are given

in clause No.37 in addition following shall also apply :

(a) On the occurrence of an accident, which result in death of workmen employed y the

contractor or which is so serious as likely to result in death of any such workmen the

contractor, shall within 24 hours of happening of such Government against all loss or

damage sustained by the Government resulting directly or indirectly from his failure to give

intimation in the manner aforesaid including the penalties or fines, if any, payable by the

Government as a to the provisions of the said act in regard to such accident(s).

(b) In the case of an accident , in respect of which compensation may become payable under

Workmen’s Compensation Act . whether by the contractor or by the Government as

principal Employer, it shall be lawful for the Engineer-in-charge to retain out of money due

and payable to the Contractor, such sum or sum of money as may, in the opinion of the

Engineer-in-charge , be sufficient to meet such a liability, The opinion of the Engineer-in-

charge shall be final regard to all matters arising under this clause.

CLAUSE 63 : ACCESS TO SITE AND WORK ON SITE :

The Engineer may , if he considers fit form to time, enter upon any land(s) which may be in

possession of the contractor this contract for the purpose of executing any work not included in

this contract by agents or by other contractors, at this opinion and the contractor shall, in

accordance with the requirements of the Engineer-in –charge , afford all reasonable facilities for

execution of the work including occupation of lands by structure or otherwise for any other

contractor employed by the Government and his workmen for the workmen of the Government

who may be employed in the execution on or near the site of the work not included in the

contract or of any contract in connection with or ancillary to the work and in default, the

contractor shall be liable to the Government for any delay or expenses incurred by reason of

such default. Provided always that if damage arising. Make a statement of the same to the

Engineer-in-charge who shall from time to time, assess the value in his judgment of such

damage and goes Government shall from time to time pay to the contractor the amounts (if any)

accepted as justified by the Engineer-in-charge :

CLAUSE 64 : REPORTS REGARDING LABOUR : The Contractor shall submit the following reports to the Engineer-in-charge :

(I) A daily report in the suitable form of the strength of labour, both skilled and unskilled

employed by him on the work(s). The contractor shall increase or decrease the strength both

skilled or un skilled . if directed by the Engineer-in-charge. The submission of such reports shall

not, however , relieve the contractor of his responsibilities and duties regarding progress or any

other obligation under the contract

(ii) A classified weekly return in the suitable form of the number of person employed on the

works during the preceding week.

(ii) A weekly medical report in the suitable form showing the health of the contractor’s

camp. The number of persons ill or incapacities and the nature of their illness.

(iii) A report of any accident, which may have occurred , to be sent within 24 hours of the

occurrence.

(iv) Such other report as may be prescribed.

CLAUSE 65 : Treasure Trove :

In the event of discovery by the contractor or his employees, during the progress of work of any

gold, silver, oil or other minerals of any description and precious stones , treasures, coils,

antiquates, relic, fossils or other articles or value of interest whether geological, archaeological

or any other such treasure & other things hall be deemed to be the absolute property of the


Government and the contractor shall duly preserve the same to the satisfaction of the Engineer-

in-charge , form time to time, and relieve the same to such persons as the Engineer-in-charge

may appoint.

The contract shall take all reasonable precautions to prevent his workmen other person from

removing or damaging any such articles or things , immediately after the discovery thereof and

before removal acquaint the Engineer-in-charge with discovery and carry out his orders for the

disposal of the same.

CLAUSE 66 : Indemnity :

The contractor shall indemnify the Government against all actions, suits, claims & demands

through or made against the Department in respect of work of this contractor against any loss

damage to Department in consequence of any action or suit being brought against the contractor

for anything done or omitted to be done in execution of the work of this contract.

CLAUSE 67 :Insurance of Labour :

The contractor shall be responsible to arrange for insurance of all labour, skilled and unskilled

workers, supervisors etc. employed by him as per labour regulation of the State.

CLAUSE 68: Setting Out :

The contractor shall be responsible for the true and proper setting out of the works and the

correctness of positions, levels, dimensions and alignments of all parts of the work and for the

provisions of all necessary instruments, appliance and labour in connection therewith . if , at any

time during the progress of the work, any errors, appear or arise in the position , levels,

dimensions or alignments of any part of the work, the contractor, on being required to rectify

such errors by the Engineer-in-charge shall at his own expense do so to the satisfaction or the

Engineer-in-charge . if however, such euro is based on incorrect data supplied in writing by the

Engineer-in-charge , the expenses of rectifying the same shall be borne by the Department. The

checking of and setting out of any line or level by the Engineer-in-charge or his representative

shall not in any way, relive the contractor of his responsibilities for the correctness of the error.

The contractor shall carefully protect and observe all bench-mark, site-nails, page and other

things used in setting out of the work(s).

CLAUSE 69 : Cement Register :

A register in the prescribed form showing day-to-day receipt, consumption and balance of

cement on site of work will be maintained 'by the Department, which shall invariably be signed

daily by the contractor or his authorised representative in token of its correctness

CLAUSE 70 : Materials and Works Test Register : A register in the prescribed from showing day-to day receipt, consumption and balance of

cement on site of worj< by the Department and every entry thereof shall invariably be signed by

the Contractor or his authorised representative in taken of its correctness.

CLAUSE 71 : Progress Schedule :

(a) The contractor shall furnish within one month (unless extended by the Engineer-in-charge )

of the order to start the work, the progress schedule in quadruplicate indicating the date or

staring. The monthly progress expected to be achieved and the anticipated completion date of

each major item of work to be done by him, also indicating dates of, procurement and setting up

the materials, plants and machinery. The schedule should include a statement of proposed

general and detailed arrangements for caring out works, and of item , order and manner in such


it is proposed general and detailed arrangements for caring out works, and of item, order and

manner in which it is proposed that these shall be executed. The practice to the achievement

towards completion of the work in the time limit and of the particular items on the dates

specified in the contract and shall have the approval of the Engineer-in-charge. Further the dates

for the progress , as in this schedule shall be adhered to.

(a) in case it is sound necessary, at any stage to alter the schedule. the contractor shall submit in

good, time a revised schedule incorporating necessary modification proposed and get the

same approved from the Engineer-in-charge . No revised schedule shall be operative without

such acceptance in writing. The Engineer-in-charge is further empowered to ask for more

detailed schedule or schedule. any by week, for any item or items and the contractor shall

supply the same as and when asked for.

(b) The Engineer-in-charge shall have, at all times, the right, without in any way vitiating this

contract forming grounds for any claim, to after the order of the work of any part there of

and the contractor shall after receiving such direction, proceed in the order directed. The

contractor shall also revise the progress. Schedules accordingly and submit four copies of the

revised schedule to the Engineer-in-charge within seven days of the said Engineer's direction

to alter the order of works.

(c) The contractor shall furnish sufficient plant, equipment and labour and shall work such hours

and shifts as may be necessary to maintain the progress of the work as per approved

progress-schedule, The working and shift shall company with all the Government

regulations in force and shall be such, as may be approved by the Engineer-in-charge and the

same not be varied without the prior approval of Engineer-in-charge.

(d) The contractor shall from time to time . as may be required by the Engineer-in-charge.

furnish the Engineer-in-charge with a statement in writing of the arrangements he proposes

to adopt for the execution of this contract and the Engineer-in-charge may, if he considers

necessary at any time advise alternation in the same. which the contractor shall adopt on

notice thereof.

(e) The progress-schedule(s) shall be in the form of progress chart, forms, statements and/ or

reports as may be approved by the Engineer-in-charge.

The contractor shall submit four copies showing the progress of the work in the form of a

chart etc. at periodical intervals as may be specified by Engineer-in-charge.

(f) The approval of the progress schedules by the Engineer-in-charge shall not relieve the

contractor of schedule required by the Engineer-in-charge shall not entitle the contractor to

any extra payment.

CLAUSE 72 - DELETED

CLAUSE 73 - DELETED

CLAUSE 74 - DELETED

CLAUSE 75 - DELETED

CLAUSE 76 : License for contract labour

Before starting the work, the contractor will have to obtain the license from the District

Assistant Labour Commissioner under the Contract Labour (Regulation and Abolition) Act.

1970 and contract Labour (regulation and Abolition ) Gujarat Rules 1972 after paying necessary

fees and deposit on the basis of the number of labour to be employed on the work and will have

to supply two true copies of the said license to the Deputy Executive Engineer before the work is

started.


CLAUSE 77 : Recovery of Testing charges and handing over empty cement bags One percent of estimated cost put to tender for this work after deducting the cost of materials as

per Schedule 'A' valued at basic rate in the sanctioned estimate shall be deducted from the

running account bills of the contractor for testing the quality of materials and workmanship, no

additional testing charges in addition to the above shall be recovered from the contractor

(Applicable to R & B Works only) (G.R.No. R & B TNC-1085-4-C, Dated 20-12-91)

From the contractor (Applicable to R & B works only) (G.R. No R & B TNC /1085 /-4-C Dated

20-12-91) The Engineer in charge will get the cement and steel tested in laboratories of G.E.R.I.

Engineering Colleges, Polytechnics, Engineers India Ltd, D.G.T.D. and other laboratories

approved by R & B or Water Resources Department or Industries Department and the test

results of these Laboratories will be binding to the Contractor about suitable of use of materials

(G.R. No R & B TNC /1088 /IB / 220 / 18 - C Dated 31-3-05)

However in respect of works involving use of asphalt, the contractor will set up the site testing

Laboratory and will provide testing instruments etc. as under :

Laboratory : The contractor will construct pucca structure of minimum 25 square meter area

duly connected with water and electric supply to house site testing Laboratory.

Instruments : The contractor will provide and install the instruments as per following. I.S.

Standard to carry out the test prescribed therein.

1. Penetration test as per I.S. 1203 2. Softening point test as per I.S. 1204

3. Ductility test as per I.S. 1208 4. Viscocity test as per I.S.1206 Specification

gravity test as per I.S.1202

The instruments provided should be as per I.S. Standard , so certified and be regularly and

periodically (R. & B. D. G.R. No. SSR-1099-IB/91(9)-c dated 26-7-1999) BBBB\\\\0 v** P!0 v** P!0 v** P!0 v** P! SMg8=FS8Z wJFZF 5]ZF 5F0JFDF\ VFJ[, DF,;FDFGGM S[8,F 5lZ1F6M SZFJJF T[ V\U[GF X[0I], VMO 8[:8L\U VF HM0[ ;FD[, K[P V[JF 5lZ1F6M U]HZF .HG[ZL ;\XMWG ;\:YF4 J0MNZF VG[ T[ C:TSGL 1Fl+I ,[AMZ[8ZLDF\ SZFJJFGF\ ZC[X[P VG[ T[GF\ 5lZ6FDM SMg8=FS8ZG[ A\WGSTF" ZC[X[P VF p5ZF\T HM IMHGF DF8[ V,U ,[AMZ[8ZL WZFJTF U]6JTF lGIDG 5[8F lJEFU CMI TM T[ 5[8F lJEFU wJFZF CMI TM T[ 5[8F lJEFU wJFZF VYJF U]HZFTDF\ VFJ[, H]NL H]NL .HG[ZL SM,[HM4 5M,L8[SGLS S[ HIF\ VF 5|SFZGF\ DF,;FDFGGF\ 5lZ1F6MGL 5]ZTL ;UJ0 CMI T[DF\ D[gI]V, VMO SJM,L8L Sg8=M, wJFZF lGIT SZ[, WMZ6M VG];FZF SZFJL XSFX[P VF p5ZF\T GLR[GL BFGUL ;\:YFVM 56 DF,;FDFGGF\ 5lZ1F6MDF s TFP Z#v#v_# ;]WLf SZJFDF\ VFJ[, K[P T[ ;\:YFVMDF\ 56 SZFJL XSFX[P s!f V[DPS[P ;M., 8[:8L\U ,[AMZ[8ZL4 VDNFJFN sZf lGZDF .g:8L8I]8 VMO 8[SGM,MHL VDNFJFN s#f I]lGS V[gHLGLIZL\U V[g0 V[0JF.hZL ;lJ"; ;]ZT s$f XLBZ Sg;<8g8 VDNFJFN s5f ALPJLPV[D V[gHLGLIZL\U SM,[H 4 lJnFGUZ s&f S[PALPV[DP V[gHLGLIZL\U ZL;R"4 ,[AMZ[8ZL 4 VDNFJFN s*f WD"l;\C N[;F. .g:8L8I]8 VMO 8[SGM,MHL4 G0LIFN s DFgITF JWFZJFGF C]SDM VFlWG f 5Z\T] S], SZFJJFGF\ YTF\ 5lZ1F6MGF\ !_ 8SF 5lZ1F6M VYJF VMKFDF\ VMK] V[S 5lZ1F6 U]HZFT .HG[ZL ;\XMWG ;\:YF4 J0MNZF BFT[ VYJF T[GF\ C:SGL 1F[l+I ,[AMZ[8ZLDF\ SZFJJFGF\ ZC[X[P VG[ VF XZT 5|MH[S8GL ,[AMZ[8ZLDF\ SZFJ[, 5lZ1F6M DF8[ 56 ,FU] 50X[P DFPDP5lZ5+ S|DF\S q V[;PV[;PVFZq !_)*q HLPV[G q !_&q SI];Lq s(f ;4 TFP Zv$v)( TYF DFPDPlJP 5lZ5+ S|DF\S o 5ZR q !_Z___q U]PlGP q HPG q 5#q s!Zf;4 TFP Z$v)vZ__! TYF TFP Z*v)vZ__ZP lJX[QFDF\ GD"NF 4 G/ ;\5lT VG[ 5F6L 5]ZJ9F lJEFU C[9/ SMg8=FS8Z;" WJFZF SFDGF\ ,FJJFDF\ VFJTF ,MB\0 VG[ l;D[g8GL U]6JTF V\U[ V[gHLGLI;" .lg0IF ,LP TYF 0LPHLP8LP0LP H[JL :JT\+ T[DH ;1FD ;\:YFGL ;[JF ,. VFJF TH7M DFZOT U]6JTF RSF;6L SZFJJFDF\ VFJX[P s GPH VG[ 5FP5]P lJEFUGM TFP Z#v)vZ__Z GM 9ZFJ S|DF\S V[;P8LPV[,P !_)$q5(qEFU v ZvC f BBBB\\\\0v**PZ0v**PZ0v**PZ0v**PZ VF SFD DF8[ .HFZNFZ wJFZF JF5ZJFDF\ VFJTL l;D[g8GL BF,L Y[,LVM lJEFUG[ Z5 Y[,LGF A\0,DF\ O|L VMO SM:8 5ZT VF5JFGL ZC[X[P JF5Z[,L Y[,LGF 5F\R 8SF J[:8[H U6L AFSL )5 8SF Y[,LVM 0LJLhGGF\ D]bI DYSGF 5LP0A<I]P :8MZDF\ 5CMRF0JFGL ZC[X[P s DFPDP lJPGM TFP Zv!vZ__$ GM 5lZ5+F\S o 5ZR q !Z_#q #)Z(q G f CLAUSE 78 Recovery of sales tax : BBBB\\\\0v*( 0v*( 0v*( 0v*( ~FP ! SZM0YL JW] ZSDGF\ JS"; SMg8=FS8 ;\A\W[ ZSDGL R}SJ6L JBT[ R}SJJF5F+ YTL ZSDDF\YL GLR[ D]HA ! YL # GL ZSD AFN SIF" 5KL ZC[TL l;,S p5Z Z 8SFGL ZSDGL S5FT SZJFDF\ VFJX[P s!f VF\TZ ZFHI JFl6HI VG[ J[5FZ NZdIFGGF\ J[RF6 YI[, DF,GL lS\DTsZf JS"; SMg8=FS8GL ZSDDF\ ;\0MJFI[, DH}ZL GL ZSD s#f VFT\ZvZFHI JFl6HI VG[ J[5FZ NZdIFGGL BZLNL VYJF ZFHI ACFZYL VFIFT SZ[, DF,GL BZLNLGL lS\DTP 5Z\T] GLR[ H6FJ[, 5ZL5+GL AFAT s&f D]HA ZFHI ;ZSFZ wJFZF V5FI[, JS"; SMg8=[S8 5ZtJ[ ZFHI ;ZSFZ[ R]SJJFGL YTL ZSDGF 5|;\U[ TFP !v$vZ__Z 5KL R]SJ6L SZJFGL YTL ZSD 5ZtJ[ S,D 5*vBGL 8LP0LPV[;PGL HMUJF. ,FU] 50X[ GCLP


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Name of work:-

ANNEXURE - 1

(Referred to in Condition No.-2 General Rules and Direction for the guidance of Contractors. )

To

The Executive Engineer PLACE :

------------------------------- Division : DATE :

Details regarding my our partners our Company (in the case of limited Company ) Names,

address(es) , telephone numbers(s) income tax etc. are as under : Sr.

no.

Name(s) of

Person/Partner

Director of the

company

Full address of

the place of

business (with

pin code)

Telephone

No.(s)

(office)

Residential

address(es)

(Resi)

Telephone

No.(s)

Mobile

No (s)

Full address of

income tax

office ward

where income

tax return is

filed

1 2 3 4 5 6 a 6 b 7

I/We hereby agree to intimate to you about change if any, in the above-mentioned address(es)

and telephone No. (s) within Fifteen days of its occurrence till may/our deposit, for the said

work paid by me/us is not returned to me/us.

Dated Signature of Tenderer


Name of work

ANNEXURE-2 8[g0Z VF.8DMGF EFJM EZTLJBT[ U6+LDF8[g0Z VF.8DMGF EFJM EZTLJBT[ U6+LDF8[g0Z VF.8DMGF EFJM EZTLJBT[ U6+LDF8[g0Z VF.8DMGF EFJM EZTLJBT[ U6+LDF\\\\ ,LW[, DH]ZL TYF :5[XLOLS[XGDF ,LW[, DH]ZL TYF :5[XLOLS[XGDF ,LW[, DH]ZL TYF :5[XLOLS[XGDF ,LW[, DH]ZL TYF :5[XLOLS[XGDF\\\\ H6FjIF D]HA DF,;FDFG V H6FjIF D]HA DF,;FDFG V H6FjIF D]HA DF,;FDFG V H6FjIF D]HA DF,;FDFG V\\\\U[GF SFDGF U[GF SFDGF U[GF SFDGF U[GF SFDGF :Y/GF 50TZ EFJM sNZf V:Y/GF 50TZ EFJM sNZf V:Y/GF 50TZ EFJM sNZf V:Y/GF 50TZ EFJM sNZf V\\\\U[GL lJUTPs VF lJUT #_ ,FB SZTF p5ZGFU[GL lJUTPs VF lJUT #_ ,FB SZTF p5ZGFU[GL lJUTPs VF lJUT #_ ,FB SZTF p5ZGFU[GL lJUTPs VF lJUT #_ ,FB SZTF p5ZGF\\\\ SFDDF SFDDF SFDDF SFDDF\\\\ EZL ZH] SZJL OZHLIFT K[Pf EZL ZH] SZJL OZHLIFT K[Pf EZL ZH] SZJL OZHLIFT K[Pf EZL ZH] SZJL OZHLIFT K[Pf

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Name of work

ANNEXURE - 3

PERFORMANCE BOND (See clause no. 1)

(The date of this bond must not be prior to the date of the instrument in connection with which it

is given )

Principal (Contractor)

Surety (Bank)

Sum of bond (express in words and figures)

Contract No. and date of Contract

KNOW ALL MEN BY THESE PRESENT, THAT WE, THE PRINCIPALS AND SURETY :

Above named are held firmly bound unto the ……………………………….. hereinafter called

the Employer in the amount stated for payment of which sum, well and truly to be made, we

bind ourselves, our heirs, executors. administrators and successors jointly and severally, firmly

by these presents subject to the provisions of which the aforesaid Contractor on demand and

without demand on a claim being made by the Employer.

THE CONDITION OF THIS OBLIGATION IS SUCH : That whereas the principals have

entered in to a contract with the Employer numbered and dates as shown above and hereto

attached for the execution of work

……………………………………………………………………………………………………

……………………………………………………………………………………………………

……………………

NOW THEREFORE, if the Principal shall well and truly perform and fulfill at the undertakings,

covenants, terms, conditions and agreements of said contract during the original terms of the

said Contract and any extensions thereof that may be granted by the Employer with or without

notice to the surety and during the life or any guarantee required under the contract and shall

also well and truly perform and fulfill all the Undertakings, covenants terms, conditions and

agreements of any all duty and unduly authorised modifications of said Contract that may

hereafter be made, notice of which modifications to the surety being hereby waived or shall pay

over, make good and reimburse to the Employer all loss and damages which the employer may

sustain by reason of failure or default on the part of said Principal so to do.

We ………………………………………………. further agree that the guarantee herein

contained shall remain in full force and effect during the period that would be taken for the

validity of the said Contract, and that it shall continue to be enforceable till all the dues of the

employer under or by virtue of the Contract have been fully paid and its claims satisfied or

discharge or till the Employer certifies that the terms and conditions and accordingly discharges

the guarantee. Unless a demand or claim under this guarantee is made on us in writing on or


before the ……………………………………………… we shall be discharged from all liability

under this guarantee thereafter.

IN WITNESS WHERE OF, the above bounded parties have executed this instrument under their

several seals on the date indicated above the name and corporate seal of each corporate partly

being hereto affixed and these presents duly signed by its undersigned representatives, pursuant

to authority of its governing body.

In the presence of witness

Principal

1……………………………………………as to ……………………………..(seal)

2……………………………………………as to ……………………………..(seal)

3……………………………………………as to ……………………………..(seal)

4……………………………………………as to ………………………………(seal)

by…………………………………………. affix Corporate Seal

Attested Corporate surety

__________________

Business address _____

____________________________________________________________________

Affix by ……………………………………………corporate Seal

_____________________________________________________________________________

_________________________________________________________________________

Title

____________________________________________________________________

For and on behalf of the Employer


Name of work:-

ANNEXURE - 4

LIST OF WORKS ALREADY COMPLETED BY THE TENDERER .HFZNFZ[ 5}ZF SZ[, SFDMGL IFNL.HFZNFZ[ 5}ZF SZ[, SFDMGL IFNL.HFZNFZ[ 5}ZF SZ[, SFDMGL IFNL.HFZNFZ[ 5}ZF SZ[, SFDMGL IFNL

Sr.No

. S|DFS|DFS|DFS|DF\\ \\SSSS

Name of work SFDG]SFDG]SFDG]SFDG]\\ \\ GFD GFD GFD GFD

Place :Y/:Y/:Y/:Y/

Cost on

completion 5}ZF YI[, 5}ZF YI[, 5}ZF YI[, 5}ZF YI[, SFDGL lSSFDGL lSSFDGL lSSFDGL lS\\\\DTDTDTDT

Time taken in

months To

complete the

work SFD 5]Z] SZJSFD 5]Z] SZJSFD 5]Z] SZJSFD 5]Z] SZJF DF8[ F DF8[ F DF8[ F DF8[ ,LW[, ;DI DF;DF,LW[, ;DI DF;DF,LW[, ;DI DF;DF,LW[, ;DI DF;DF\\\\

Remarks lJX[QF GMlJX[QF GMlJX[QF GMlJX[QF GM\\ \\WWWW

1 2(a) 2(b) 3 4 5

Note : Necessary certificate from office concerned shall be attached with the tender ;A;A;A;A\\\\lWT VlWSFZLG]lWT VlWSFZLG]lWT VlWSFZLG]lWT VlWSFZLG]\\ \\ H~ZL 5|DF65+ 8[g0Z ;FY[ ZFBJ] H~ZL 5|DF65+ 8[g0Z ;FY[ ZFBJ] H~ZL 5|DF65+ 8[g0Z ;FY[ ZFBJ] H~ZL 5|DF65+ 8[g0Z ;FY[ ZFBJ]\\ \\PPPP


Name of work

ANNEXURE - 5

LIST OF PLANT AND MACHINERY IN GOOD WORKING ORDER AVAILABLE

WITH TENDERER .HFZNFZ 5F;[ ;FZL VG[ RF,] CF,TDF.HFZNFZ 5F;[ ;FZL VG[ RF,] CF,TDF.HFZNFZ 5F;[ ;FZL VG[ RF,] CF,TDF.HFZNFZ 5F;[ ;FZL VG[ RF,] CF,TDF\\\\ CMI T[JF I CMI T[JF I CMI T[JF I CMI T[JF I\\\\+M VG[ VMHFZMGL IFNL+M VG[ VMHFZMGL IFNL+M VG[ VMHFZMGL IFNL+M VG[ VMHFZMGL IFNL

Sr.

No

. S|DFS|DFS|DFS|DF\\ \\SSSS

Plant or

Machinery VMHFZM VYJF VMHFZM VYJF VMHFZM VYJF VMHFZM VYJF IIII\\\\+M+M+M+M

Location :Y/:Y/:Y/:Y/

Age of

Machinery DXLGZL S[8,F DXLGZL S[8,F DXLGZL S[8,F DXLGZL S[8,F JQFJQFJQFJQF¶ H]GL K[P¶ H]GL K[P¶ H]GL K[P¶ H]GL K[P

Make AGFJ8AGFJ8AGFJ8AGFJ8

Capacity 1FDTF1FDTF1FDTF1FDTF

Approxi

mate

Value VVVV\\\\NFHL lSNFHL lSNFHL lSNFHL lS\\\\DTDTDTDT

Remark lJX[QF GMlJX[QF GMlJX[QF GMlJX[QF GM\\ \\WWWW

1 2(a) 2(b) 3 4 5 6 7


Name of work:-

ANNEXURE - 6

DECLARATION REGARDIG WORKS ON HAND WITH TENDERER .HFZNFZGF C.HFZNFZGF C.HFZNFZGF C.HFZNFZGF CFY 5Z CMI T[JF SFDGL lJUTFY 5Z CMI T[JF SFDGL lJUTFY 5Z CMI T[JF SFDGL lJUTFY 5Z CMI T[JF SFDGL lJUT

Sr.

No. S|DFS|DFS|DFS|DF\\ \\SSSS

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Place :Y/:Y/:Y/:Y/

Estimate

d Cost VVVV\\\\NFHL NFHL NFHL NFHL lSlSlSlS\\\\DTDTDTDT

Date of

issue of

work

order SFD X~ SFD X~ SFD X~ SFD X~ SZJFGF SZJFGF SZJFGF SZJFGF C]SDGL C]SDGL C]SDGL C]SDGL TFZLBTFZLBTFZLBTFZLB

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period

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Amount

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date of

filling

tender 8[g0Z EIF¶ 8[g0Z EIF¶ 8[g0Z EIF¶ 8[g0Z EIF¶ TFZLBTFZLBTFZLBTFZLB

Brief

details

of delay

if any ----L, HM L, HM L, HM L, HM YI[, CMI YI[, CMI YI[, CMI YI[, CMI TM T[GF TM T[GF TM T[GF TM T[GF 8}8}8}8} \\ \\SDFSDFSDFSDF\\\\ SFZ6MSFZ6MSFZ6MSFZ6M

Remark lJX[QF GMlJX[QF GMlJX[QF GMlJX[QF GM\\ \\WWWW

1 2(a) 2(b) 3 4 5 6 7 8

Note 1 : Amount of work in column 6 should be given up to the month previous to the month in

which tenders are invited. GMGMGMGM\\\\W ov VF;G & DFW ov VF;G & DFW ov VF;G & DFW ov VF;G & DF\\\\ H[ DF;DF H[ DF;DF H[ DF;DF H[ DF;DF\\\\ 8[g0Z DF 8[g0Z DF 8[g0Z DF 8[g0Z DF\\\\UJFDFUJFDFUJFDFUJFDF\\\\ VFjI] CMI T[ 5C[,FGF DF;GF V VFjI] CMI T[ 5C[,FGF DF;GF V VFjI] CMI T[ 5C[,FGF DF;GF V VFjI] CMI T[ 5C[,FGF DF;GF V\\\\T ;]WL SZ[, SFDMGL ZSD NXF¶JJLPT ;]WL SZ[, SFDMGL ZSD NXF¶JJLPT ;]WL SZ[, SFDMGL ZSD NXF¶JJLPT ;]WL SZ[, SFDMGL ZSD NXF¶JJLP Note 2 : Necessary certificate from the officer concerned shall be attached with the tender.


SCHEDULE – A VG];]lRvSVG];]lRvSVG];]lRvSVG];]lRvS Schedule showing ( approximately ) the materials to be supplied from the Public works store for

work contracted to executed and the rates at which they are to be charged for H[ SFD CFY WZJF DF8[ SMg8=FS8 SZFIM CMI T[ SFDDFH[ SFD CFY WZJF DF8[ SMg8=FS8 SZFIM CMI T[ SFDDFH[ SFD CFY WZJF DF8[ SMg8=FS8 SZFIM CMI T[ SFDDFH[ SFD CFY WZJF DF8[ SMg8=FS8 SZFIM CMI T[ SFDDF\\\\ AF AF AF AF\\ \\WSFD lJEFUWSFD lJEFUWSFD lJEFUWSFD lJEFUGF :8MZDFGF :8MZDFGF :8MZDFGF :8MZDF\\\\YL 5}ZM 5F0JFGM DF,;FDFG s VFXZ[ f VG[ YL 5}ZM 5F0JFGM DF,;FDFG s VFXZ[ f VG[ YL 5}ZM 5F0JFGM DF,;FDFG s VFXZ[ f VG[ YL 5}ZM 5F0JFGM DF,;FDFG s VFXZ[ f VG[

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quantity VVVV\\\\NFHL HyYMNFHL HyYMNFHL HyYMNFHL HyYM

Rate at which the materials

will be charged to the

contractor SMg8=FS8Z 5F;[YL DF,;FDFG DF8[ SMg8=FS8Z 5F;[YL DF,;FDFG DF8[ SMg8=FS8Z 5F;[YL DF,;FDFG DF8[ SMg8=FS8Z 5F;[YL DF,;FDFG DF8[

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Place of

delivery 0L,LJZLG]0L,LJZLG]0L,LJZLG]0L,LJZLG]\\ \\ :Y/ :Y/ :Y/ :Y/

1 2 3 4 5555

------ Nil -------

------ Nil -------

------ Nil ----

------ Nil ----

------ Nil ------

GM\W ! ov ~l5IF 5 ,FBYL JW] S[ VMKL lS\DTGF SFDDF\ JF5ZJF ;LD[g8 VG[ VYJF :8L, TYF SM.56 SFDDF\ 0FDZ SFDDF\ lJEFU TZOYL 5]ZL 5F0JFDF\ VFJX[ GCLP sDFPDPlJP 9ZFJ S|DF\S 8LPV[GP;LP q !_(5 q $ q V[; TFPZ_v!Zv)! TYF V[;P8LPVFZPq!_)* q (Z q C TFPZ*v!!v)* TYF 8LPV[GP;LPv!_(( v VF.AL q ZZ_v!(v ; TFP #!v#v_5 f 5Z\T] GD¶NF 4 H/;\5ltT VG[ 5F6L 5]ZJ9F lJEFU wJFZF SFDDF\ JF5ZJF H~ZL :8L, lJEFU wJFZF 5]~ 5F0JFGL HMUJF. TFPZ#v&v)* GF lJEFUGF 9ZFJ S|DF\S V[;P8LPV[,Pq !_) q S[ q 5( q EFU sCf wJFZF RF,] ZFBJFDF\ VFJ[ K[P VF V\U[ X[0I], vV[ DF\ H[ HMUJF. SZJFDF\ VFJ[ T[ VFBZL U6FX[P GM\WvZ ov ;LD[g8 ov HIFZ[ ;LD[g8 .HFZNFZ wJFZF SFDDF\ JF5ZJF ,FJJFDF\ VFJ[ tIFZ[ VFJM ;LD[g8 .HFZNFZ VF.PV[;P5|DF65+JF/F TYF D}/ pt5FNS S\5GLDF\YL ;LWL ZLT[ D[/JJFGM ZC[ K[P VG[ T[GL BZF. DF8[ T[GF R]SJ6FGF AL,M SFP.PzLG[ ZH] SZJFGF ZC[X[P VFJM ;LD[g8 S\5GLGF VlWST lJS|[TF 5F;[YL BZLNL XSFX[[ GCL 5Z\T] EFJ JWFZFGF :8FZ Z[.8 D]HA R]SJ6] SZJF V\U[GL U6TZLDF\ ,[JFGF ;LD[g8GF EFJM VlWST lJS|[TF 5F;[YL D[/JL XSFI4 5Z\T] VlWST lJS|[TF 5F;[YL BZLN SZL XSFI GCLP s TFP&v$v)( GF[ DFPDPlJP5lZ5+ 8LV[G;L q !_((q VF.AL q s!(f q ; f GM\W ov# ov ,MB\0 ov HIFZ[ ,MB\0 .HFZNFZ wJFZF ,FJJFDF\ VFJ[ tIFZ[ T[ V\U[G]\ AL, V;,DF\ SFP.PG[ ZH] SZJFG]\ ZC[X[PVG[ VFJF :8L,G]\ U[ZL ,[AMZ[8ZL S[ .HG[ZL SM,[H S[ 5M,L8LSGLSDF\ 8[:8L\U SZFjIF AFN H :8L, SFDDF\ JF5ZJF N[JFDF\ VFJX[P GM\W $ ov 0FDZ ov HIFZ[ SFDDF\ JF5ZJF 0FDZ .HFZNFZ wJFZF ,FJJFGM CMI tIFZ[ T[ 0FDZ .HFZNFZ[ VM., ZLOF.GZLDF\YL 5{;F EZL tIF\YL H ;LWM BZLNJFGM ZC[X[PVF V\U[ .HFZNFZ[ 5]ZL SZJFGL XZTM GLR[ D]HA ZC[X[P s!f .HFZNFZ 0FDZ SIF\YL ,FjIF T[ V\U[G]\ AL, V;,DF\ SFP.P G[ ZH] SZJFG]\ ZC[X[P sZf ZLOF.GZLGF U[85F; 56 AL, ;FY[ ;FD[, SZJFGF ZC[X[P s#f 0FDZ H[ 8[gSZDF\ ,FJJFDF\ VFJ[ T[ 8[gSZGM JFCG G\AZ ATFJJFGM ZC[X[P s$f 0FDZ p5Z .HFZNFZzLG[ V[0JFg; 5[D[g8 VYJF ;LSIM0¶ V[0JFg; D/L XSX[ GCLP s5f .HFZNFZ[ ZH] SZ[, V;, AL,DF\ 0FDZGM U|[0 s SJM,L8L V\U[ f p<,[B CMJM HM.V[P VF V\U[ .HFZNFZ[ 0FDZGF U|[0 V\U[G]\ 8[:8 ZLh<8 q U|[0 V\U[G]\ 5|DF65+ ZH] SZJFG]\ ZC[X[P s&f .HFZNFZ[ 0FDZGL VFJS qJ5ZFX q ART V\U[G]\ ZHL:8Z %,Fg8 q ;F.8 p5Z lGEFJJFG]\ ZC[X[P s DFPDPlJP5lZ5+ S|DF\S V[;P8LPVFZ q!_)* q (Z q C TFPZ*v!!v)* VG[ Z!v!!v)( f Note 5 : The person or firm submitting the tender should see that the rates in the above schedule are filled up by the Engineer-in-charge the issue of the form prior to the submission of the tender. 8[g0Z ZH] SZGFZ jIlST S[ 5[8[g0Z ZH] SZGFZ jIlST S[ 5[8[g0Z ZH] SZGFZ jIlST S[ 5[8[g0Z ZH] SZGFZ jIlST S[ 5[----LV[ 8[g0Z ZH] SZTFLV[ 8[g0Z ZH] SZTFLV[ 8[g0Z ZH] SZTFLV[ 8[g0Z ZH] SZTF\\\\ 5C[,F 5C[,F 5C[,F 5C[,F\\ \\ T[G[ VF5JFDF T[G[ VF5JFDF T[G[ VF5JFDF T[G[ VF5JFDF\\\\ VFJTF VFJTF VFJTF VFJTF\\\\ OMD OMD OMD OMD¶DF¶DF¶DF¶DF\\ \\ CJF,FGF .HG[Z[ p5ZGL VG];]lRDF CJF,FGF .HG[Z[ p5ZGL VG];]lRDF CJF,FGF .HG[Z[ p5ZGL VG];]lRDF CJF,FGF .HG[Z[ p5ZGL VG];]lRDF\\\\ NZ EZL VF%IF CMI T[GL BFTZL ,[JLNZ EZL VF%IF CMI T[GL BFTZL ,[JLNZ EZL VF%IF CMI T[GL BFTZL ,[JLNZ EZL VF%IF CMI T[GL BFTZL ,[JL Note 6 : Empty cement bags of cement if supplied by the Government will be the property of the contractor and no recovery for non-return will be made SM. SFD DF8[ SMg8=FS8ZG[ lJGF D]<I[ SM. SFD DF8[ SMg8=FS8ZG[ lJGF D]<I[ SM. SFD DF8[ SMg8=FS8ZG[ lJGF D]<I[ SM. SFD DF8[ SMg8=FS8ZG[ lJGF D]<I[ 5]ZM 5F0JFGM DF,;FDFG VG];]lRvB T[DH SMg8=FS8ZGF SZFZ ;FY[ HM0[,L lJUTMGL 5]ZM 5F0JFGM DF,;FDFG VG];]lRvB T[DH SMg8=FS8ZGF SZFZ ;FY[ HM0[,L lJUTMGL 5]ZM 5F0JFGM DF,;FDFG VG];]lRvB T[DH SMg8=FS8ZGF SZFZ ;FY[ HM0[,L lJUTMGL 5]ZM 5F0JFGM DF,;FDFG VG];]lRvB T[DH SMg8=FS8ZGF SZFZ ;FY[ HM0[,L lJUTMGL IFNL p5ZFIFNL p5ZFIFNL p5ZFIFNL p5ZF\\\\T VG];]lR vS DFT VG];]lR vS DFT VG];]lR vS DFT VG];]lR vS DF\\ \\ H6FJJ] H6FJJ] H6FJJ] H6FJJ]\\ \\PPPP Notes 7 : Store to be supplied to contractors for a work free of cost should be mentioned in

Schedule 'A' in addition to schedule 'B' and the specification attached to the contract agreement

form.


63

SCHEDULE - B

Name of work:-

Rate Rs. Per unit Quantity

estimated

may be

more or

less

Sr.

No. of

DTS*

Description of item

In fig In words

unit Amount

1 2 3 4 5 6 7

------------------------- AS PER "VOLUME -B" ----------------------------

*Note: Detailed Item wise Specification.

Note: Recovery of 1% amount shall be deducted from the contractor’s bill of

tendered amount on A/C of labour welfare cess.


64

SCHEDULE – C

(See clause No.2)

Time Schedule, for completion of different designated parts of the work and rate of liquidated

damages to be paid by the Contractor, if he fails to complete the part of work within stipulated

time limit is as detailed below :

Time Schedule of completion

Percentage of time of the

total time limit

Percentage of work

Rate of liquidated damages

Per day.

1 2 3

Earth work

25%

50%

75%

100%

16%

50%

75%

100%

0.1%

0.1%

0.1%

0.1%

Buildings work

25%

50%

75%

100%

10%

40%

80%

100%

0.1%

0.1%

0.1%

0.1%

Road work

25%

50%

75%

100%

25%

50%

75%

100%

0.1%

0.1%

0.1%

0.1%

Bridge work

25%

50%

75%

100%

10%

40%

80%

100%

0.1%

0.1%

0.1%

0.1%

(As corrected vied B & CD GR. No. TNC – 1091 – IB – 10/(11) – C, dated 29-6-92).

Note: Recovery of 1% amount shall be dudected from the contractor’s bill of tendered

amount on A/C of labour welfare cess.

65


Name of work:

CONTRACT AGREEMENT

THIS AGREEMENT made on the ……………….. day of ………………..2008,

Between the Executive Engineer, Panchayat Irrigation Division, Bharuch

(hereinafter called The District Panchayat, Bharuch & respective committee of District Panchayat,

Bharuch, “DPB&RCODPB”) on the one part and …….( name of agency/company or contractor

with official address ………………………………….(hereinafter called “the contractor”) on the

other part.

The DPB & RCODPB has accepted a tender by the contractor for the work of …..( name of work

tobe mentioned)………………………………………

Now this agreement witnessed as follows:

(1) In this agreement words and expression shall have the same meaning as are

respectively assigned to them in the Terms & Conditions of the Contract

hereinafter referred to.

2) The following documents shall be deemed to form and be read and constituted as

part of this Agreements viz;

(a) Informations, instructions terms and conditions etc.

(b) The specifications and drawings

(c) The schedules

(d) Joint venture deed in case the contractor is a joint venture.

(e) Tenderer’s proposal as accepted by the DPB & RCODPB

(f) Any and all agenda or modifications to the above.

(g) Letter of acceptance of Tender.

(h) All conditions in tender notice & other conditions mentioned in details as per the

respective above said work “Index”

(3) In consideration of the payments to be made by the DPB & RCODPB to the

contractor as hereinafter mentioned. The contractor hereby covenants with the

DPB & RCODPB to complete construction in conformity in all respects with

the provisions of the contract.(4)

The DPB & RCODPB hereby covenants to pay the contractor (in figure) Rs

……………………...in words)Rs.

………………………………………………………………………………………………….in

Rupees or such other specifications relating to payments by final measurements at rates in

consideration of the construction and completion of the work at the time and in the manner

prescribed by the contract.

In witness where of the parties have here unto set their respective hand and seals the day and

year first written.

Signed, sealed and Delivered by:

…… (SIGNATURE OF CONTRACTOR)

(For Contractor)

In the capacity of……………………………………………………………………

On behalf of…………………………………………………………………………

In the presence of……………………………………………………………………

Signed, sealed and accepted by:

(For DPB & RCODPB) SIGN. OF EXECUTIVE ENGINEER.

In the capacity of Executive Engineer,

Executive Engineer, Panchayat Irrigation Division, Bharuch on behalf of District Panchayat,

respective committee & Governor for the state of Gujarat.

In the presence of…….

…………………………………………………

66


AF\C[WZL 5+

lH<,F 5\RFIT E~RG[ UFD q XC[Z PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP GF ZCLX .HFZNFZzL PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP VFYL SA],FT ,BL VF5] K]\ S[ PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP G]\ SFD VF ;FY[ ;FD[, XL0I], V[4 AL TYF :5[XLOLS[XG D]HA SMg8=FS8Z V[U|LD[g8GL XZTM VG];FZ VF SFD VF5[, ;DI DIF"NFDF\5]6" SZJF VFYL A\WFp K]\ TYF VF SFD[ SFI"5F,S .HG[Z 4 HL<,F 5\RFIT E~RGL ;1FD ;lDlT H[ lG6"I SZ[ T[ DG[ q VDMG[ A\WGSTF" ZC[X[P .HFZNFZzLGL ;CL

SMg8=FS8Z SFI"5F,S .HG[Z


67

GENERAL TECHNICAL SPECIFICATION General: 1. In the specifications, "as directed" "/" approved" shall be taken to mean "as directed "approved" by the Engineer in charge. 2 Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to means as a reference to the latest edition of the same in force of the date agreement. 3. In "Mode of Measurement" in the Specifications wherever dispute arises in the absence of specific.mention of a particular point or aspect, the provision on these particular points, or aspects in the relevant Indian Standard shall be referred to. 4. All measurements, and computations, unless otherwise specified, shall be

carried out nearest.to the following limits; a. Length, width and depth (height)…….0.01 Metre b. Areas……………….0.01 Sq.Mt. c. Cubic Contents…………….0.01 Cu.Mt.

5. The distance which constitutes lead shall be determined along the shortest

partical route and not necessarily the route actually taken. The decision of the Engineer-in-charge in

this regard shall be taken as final. 6. Where no lead is specified, it shall mean "all leads". 7. Definite particulars covered in the items of work,. though not mentioned or

elucidated in it, specifications shall be deemed to be included therein.

8. Approval to the samples of various materials given by the Engineer-in-charge shall not

absolve the contractor from the responsibility of replacing defective material brought on site

or materials used in the work found defective at a later date. The contractor shall have no

claim to any payment or compensation what so ever own account or any such materials

being rejected by the Engineer-in-charge.

9. The contrac rateof the item of work shall be for the work completed in all respects.

10. No collection of materials shall be made before it is got approved from the Engineer in charge.

11. Collection of approved materials shall be done at site of work in a systematic manner. Material sshall be stored in such a manner as a prevent damage, deterioration or intrusion of foreign matter and to ensure the preservation of their quality and fitness for the work.

12. Materials, if and when rejected by the Engineer-in-charge shall be immediately removed from the site of work.

13. NO materials shall be stored prior to during and execution of a structure in such a way as to cause or lead to damage or overloading of the various components of the structure.

14. All works shall be carried out in a workman like manner as sper as best techniques for the particular item.

15. All tools, templates, machineries and cube molds, core molds etc. field testing equipments and other equipment for correct execution of the work and testing as


well as for checking lines, levels alignment of the works during execution shall be kept in sufficient numbers and in good working condition on the site of the work.

16. The mode, procedure and manner of execution shall be such that it does not cuase damage or over loading of the components of the structure during execution or after completion of the structure.

17. The contractor shall be responsible for observing the rules and regulations imposed under"Minor Minerals Act". and such other laws and rules prescribed by Government from time to time.

18. All necessary safety measures and precaution (including those laid down in the various relevant Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the works as also of the work itself.

19. The testing charges of cement, steel, pipes and all other materials and all other samples testing shall be borne by the contractor. Also the contractor shall be responsible for making the necessary agreement of vehicle for carrying the materials/samples from site of work to laboratory at at his own cost. No extra payment shall be made for testing charges and carrying the materials of samples.

20. Approval to any of the executed items for the work does not in any way relieve the contractor of his responsibility for the correctness, soundness and strength of the structure as per the drawings and specifications.

21. The contractor shall also give a list of machinery in his possession which he proposed to use on the works.

22. If the tender is taken in favour of company power of attorney in favour of person, who may have been authorized by the company shall accompany the tender.

23. Copies of certificates as regards the previous experience, if any, shall be enclosed with the tender.

24. Declaration showing that all work in hand with the contractor and value of work that remains to be executed in each case shall be enclosed with the tender.

Signature of Contractor Executive Engineer Panchayat Irrigation Division D.P.Bharuch


69

GENERAL TECHNICAL SPECIFICATION

SECTION-1A

EXCAVATION FOR FOUNDATIONS

1.A.1 Excavation for foundation shall consist of carrying out excavation for the foundation for

structure and drains etc. in dry wet or slushy conditions including removal of the excavated stuff

form the foundation trenches and laying or stacking the same as and where directed by the

Executive Engineer. It also includes back filling of the foundation trenches with suitable

excavated materials and compacting it.

1.A.2. Site Clearance

1.A2.1 All areas required for laying and stacking excavated materials and diversion of

road if any required, shall be cleared off all trees, stumps, roots bushes, weeds, grass, rubbish of

all kinds, loose stones and all other objectionable materials.

1.A2.2 All materials obtained from site clearance shall be removed from the site so as

hot to interfere with the construction operation and maintenance of the project. These materials

shall be the property of Government and shall be dispose off in a manner specified by the

Executive Engineer.

1.A2.3 Unless otherwise explicitly provided for the work clearing site as given above

shall be considered as included in the items of foundations excavation, however where trees

greater than 60 cms. in girth are required to be removed. This shall be paid separately.

1.A.3. Excavation Classification

All materials in foundation shall be classified in to four items as under:

1.A.3.1 All sorts of soils

This shall include soil, silt, gravel, soft murrum, stiff clay, kanker and other soft materials which can be excavated by means of pick and shovel, loose stones less than 0.93m3 which do not required breaking up shall be treated as soil. 1.A.3.2 Hard Murrum This shall include hard materials comprising all kinds of disintegrated rock or shall or indurated clay or conglomerate interspersed with boulders of size less than 0.03, weathered and decomposed rock which do not need blasting and can removed with pick, bar and shovel though not need blasting and can removed with pick, bar and shovel though not without SL.,.ie difficulty. 1.A.3.3. Soft Rock This shall include all materials which is rock but does not need blasting and can be removed with pick and bar by wedging but which does not come under the category of hard murrum, in case when occasional blasting may be done for the convenience of excavation, the materials shall not be classified as hard rock simply because blasting has been resorted to.It shall also include excavation in boulders exceeding 0.03m3 but less than 0.75m3 in size. 1.A.3.4 Hard Rock


This shall include rock occurring in masses or boulders bigger than 0.75m3 which can best be removed by blasting. This will also include rock to be removed by chiseling where blasting is not permissible. 1.A.4. Blasting When blasting is required tobe carried out, all rules in force relating to the storing transporting and use of blasting materials and precautions for safely of persons and property shall be strictly observed. 1.A.5. Leads and lifts: Depth Slabs 1.A.5.1. Leads as specified in any item of foundation excavation shall mean the weighted

distance as the crow files between the C.G. of the excavation to the C.G. of the excavated

material laid or stacked as directed by the Executive Engineer. For computation of lead as

above, each structure shall be considered level at the cross section.

1.A.6. Setting Out 1.A.6.1. It shall be the responsibility of the contractor to install substantial reference points, bench marks etc. at his cost and maintain them during the construction period. Excavation shall be allowed to commence only after the reference points as benchmarks as above as established from the Executive Engineer. 1.A.6.2. The areas for laying for stacking the excavated materials tobe used for back filling in the trenches and for the surplus excavation material, for stacking construction materials and for construction operations shall also be marked out before starting the excavation. 1.A.7. Excavation & deposing excavated Materials 1.A.7.1. The excavation shall be carried out to the exact lines and levels as specified in the

drawing or as directed by the Executive Engineer. Any extra excavation beyond such lines and

levels shall not be measured and paid for. The excavation below the foundation level shall have

not to be filled back by the contractor with cement concrete of the same proportion as for

foundation concrete. The extra excavation beyond the lines of foundation shall have tobe filled

back by the contractor at his cost with the materials and in the manner specified for back filling

of foundation trenches.

1.A.7.2. No extra payment shall be made for slips etc. and same have to be restored by the contractor at his cost. 1.A.7.3. The excavated material which is considered suitable and required for back filling of foundation trenches shall be stacked sufficiently which (and in no case nearer than 1.5 mts.) from the edges of excavation so as not to endanger the stability of the sides or slopes of excavation. the excavation stuff in excess of above requirement and suitable for filling behind the abutments of returns abd in approach embankment or canal banks shall be conveyed and laid directly in layers upto the lead and lift specified in the item. No separate payment shall be made for this. Compaction of material so laid, if required, shall be paid for separately, if the contractor fails to lay the material as above and waste it the cost of getting the earth work done by obtaining equivalent quantity, from borrow pits shall be wasted in the spoil banks of canals as directed by the Executive Engineer, in uniform layers.


1.A.7.4. The excavated stuff when deposited in spoil bank shall be so deposited as not to obstruct any roads. Tracks of natural drainage and not to interefere with the construction operation and maintenance of the work. 1.A.7.5. The materials obtained from excavation of soft rock and hard rock shall be sorted out to separate the rubble, spauls and the materials which can be used in embankment. The useful materials as approved by the Executive Engineer shall be utilized in embankment. The rubble and spauls obtained from excavation shall be properly stacked in measurable charts as directed. The rest shall be wasted in spoil banks. 1.A.8 Shoring and stinting 1.A.8.1. In reaches where vertical excavation is not possible, suitable slopes according to the strata encounted shall be given. Measurement, for payment shall however be considering sides of all foundation trenches as vertical. 1.A.8.2. Adequate step shall be taken to prevent slips. However, if slip occur the slopes should be fattened or other measures taken for stabilizing the slopes. The sides shall be strutted and shorter carefully and adequately where they areliable to fall. The contractor shall clear the foundation trenches of slipped material at his cost. The Government shall nor be responsible for any accidents occurring due to slips or any other cause and all liabilities shall be covered under the scope of them. 1.A.9 Preparation of Foundations 1.A9.1. The bottom of the foundation shall be dressed perfectly in level of benched as directed and all lose and soft materials shall be removed before the foundation is covered. The foundation shall be well watered and rammed before laying concrete or masonary over it, if the foundation is in strata other than rock, If it is in rock, it shall be throughly cleaned and wetted. Before it is covered, the foundation shall be got approved from the Executive Engineer. 1.A.10 Siting of Foundations If the foundation trenches get silted up due to intervening floods or due to other reasons. The same shall be desilted and restored to the required dimensions and recleaned by the contractor at his cost. 1.A.11 Dewatering and Viersion 1.A.11.1 Any surface water flow shall be suitably diverted precautions taken to portent the same from the entering the foundation trenches. 1.A.11.2. Any surface water entering the foundation trenches or sub soil water if any encountered shall be removed by dewatering the foundation trenches either manually or by using mechanically or electrically operated pumps as per the requirement. The water so removed from the trenches shall be thrown sufficiently away so that it may not-re-enter the foundation or obstruct construction operation. 1.A.11.3. Foundation trenches shall be kept adequately dewatered so that they are maintained continuously in dry condition until. The foundation preparation, laying of concrete and back filling are completed.


1.A.11.4. The Rates for the items of foundation excavation cover the operations of diversion and dewatering which shall not be paid for separately unless separate, item is provided for same in the contract. 1.A.12. Refilling of foundation trenches 1.A.12.1. After foundation concrete is laid and masonry other structure constructed the

remaining space in the foundation trenches shall be backfilled with suitable selected material

from the excavation material 15 Cms. in thickness. Each layer shall be watered in thoroughly

compacted by ramming, "Before laying an another layer over it".

1.A.12.2. Any filling above the original gouhd levels before excavation if required and got shall be paid for seperately. 1.A.12.3. Care shall be taken to ensure that the method of back filling and compacting the earth does not/; cause any, damage or undue strain on the structure. If compacting the earth does not couase any damage or undue strin on the structure, If compaction be rollers is permitted, they shall not be used within one meter of concrete or masonry, structure, Special care shall be exercised to obtained a good contact and bond with the surface of concrete of masonry. 1.A.13 Measurement and Payment. 1.A.13.3 Measurement for the foundation excavation shall be base don cross section and the rate is per cubic meter. Cross sections shall be taken at 3m. or closer intervals if foundation necessary to represent correctly the topography, before starting the work then the strata changes and on completion of the excavation levels shall be recorded again at the same locations. From the level taken as above cross-sections shall be plotted on graph paper Both the leveling books and cross sections shall be signed by the contractor in token of acceptance, and work shall not be started before the levels for'..}(pitial measurements are so signed. 1.A.13.2. The rate covers all the operationhs as mentioned in this section. Signature of Contractor Sign. of Executive Engineer


73

SECTION - 2

MATERIALS

2.1 Cement 2.1.1. Ordinary Portland cement shall confirm to IS-269, and pozzolana Portland

cement shall confirm to IS-489. 2.1.2. Reference is invited to the provisions in special conditions. O.P. cement or P.P. cement as specified in the respective items of work or as directed by the Executive Engineer shall be used. 2.2 Water 2.2.1 Water used both for mixing the mortar or concrete and for curing shall be reasonably clean and free from objectionable quantities of sprit, organic matter, alkali salts and other injurious materials. The turbidity in water shall not exceed 2000 parts per million and shall be preferably as low as possible-Potable waters are generally considered satisfactory for mixing and curing. 2.2.2. PH value shall be between 4.5 and 8.5 water or water containing more than 3 percent of chloride salts shall not be used. Testing of water shall be done when considered necessary. 2.2. Sand 2.3.1 The sand shall consist of hard, dense, durable uricoated, sillicions, gritty materials from rock fragments, (it shall be free from injurious amounts of dust, lumps, soft and flaky particles, shall alkali, organic matter, loam mica and other deleterious substance in sand shal not exceed the following values, weight. Material Passing IS sieve No. 3 Percent Claylumps 4 Percent Cinders and clinkers 0.5 Percent Shale 1 Percent Total of other deleterious substances such as alkalimica, coated grains, soft and flaky Particles etc. 2 Percent The sum of the percentage of all the deleterious substances shall however not exceed 5 percent by weight. Sand shall be free from Organic impurities and sand which produces colour darker than the standard colorimetric test for the organic impurities shall be rejected. 2.3.2. The sand shall be well graded and the sieve analysis of natural sand shall confirm to the

following limits of gradation.

IS Sieve Commulative Percentage by


weight retained on the sieve

10 mm NIL

480 0-8

240 8-25

120 18-45

80 36-70

30 60-90

15 90-97

Deviation from the prescribed limits of commulative percentage retained on the

above except sieve No.60 shall be permitted provided the total of such deviations not exceed 5.

2.3 The sand shall have a fineness modulus ranging between 2.2 to 3.0 subject the gradation

specified in the proceeding paragraphy. The modules shall be computed by adding

commulatived percentages of sand retained on the IS sieve No. 480,120,60 and 15 and dividing

the sum by 100. The gradation of the sand shall be so controlled that fineness moduleus of at

least 8 out of 10 consecutive test samples of finished sand shall not very by more than 0.20 from

the average of 20 samples. Any deviation from the specified range of gradation and fitness

modulus will not be permitted without the written permission of the Engineer, sand of lower

F.M. upto 2.0 shall be permitted by the engineer if the contractor agreement to use at his own

cost, such extra quantity of cement as required to give strength that a mortar or concrete using

sand of F.M. 22 and gradation specified above given under similar conditions, asdetermined by

laboratory testing. In absence of testing results, the extra quantity of cement shall be 5 % for

sand F.M. greater than 2.0 but less than 2.10 and 2.5% for sand of sand of F.M. greater than 2.10

but less than2.20.

2.3.4 Sand shall be stored at work site such a manner so as that to prevent intrusion of foreign

matter. The sand shall be screened and/or washed, if necessary before using. When natural sand

does not satisfy the criteria of fineness and gradation, of different gradations shall be resorted to.

2.4. Coarse Aggregate

2.4.1 The coarse aggregate for concrete shall consist of clean, hard, dense, durable, natural,

gravel or crushed metal. Predominetly flaky aggregate shall not be used. the percentage of

deleterious substances in any size of coarse aggregateshall not exceed the following values by

weight.

Material Passing IS sieve No.8 1 Percent

Clay lumps 1 Percent

Soft fragments 1 Percent

Coal other deleterious substances 1 Percent

The sum of the percentages of all the deleterious substances shall however not exceed 5

percent weight. The coarse aggregate shall satisfy the abrasion, soundness and water absorption

tests and other general requirements as laid down in IS 383-1970 as shall be retained on IS sieve

No.430. The gradation shall give a dense concrete of the specified strength and consistency that

will work readily into position without segregation and without the use of excessive water

content and the grading shall be within the limit given below.

IS sieve percentage passing the sieve for the aggregate of nominal size.

2.4.2. The coarse aggregate shall be such size.


80 mm 40mm 20 mm

80 mm 95-100 100 100

63 mm 65-80 100 100

40 mm 55-65 95-100 100

20 mm 10-30 30-70 95-100

16 mm

12.5 mm

10 mm 0-5 10-35 25-55

480 0 0-5 0-10

240 0 0 0

The gradation shall however be as indicated by the laboratory stidies. MX r:L;m ciz" of

particulars shall be specified in the item of work where not specified as under.

Class of work Normal size

Reinforced concrete 20mm

Ordinary plain concrete 40 mm

and foundation concrete

Mass concrete 80 mm

2.4.3 The coarse aggregate shall be stored at site in such a manner so as to prevent instrusion

of foreign matter. The gravel shall be washed, if found necessary.

2.4.4 In wearing coat on road stabs only crushed stone aggregate shall be used as coarse

aggregate. In all other works unless otherwise mentioned in the items, gravel or crushed

stone aggregate shall be used at the discretion of the contractor.

2.5 P.V.C. Water stops

2.5.1 P.V.C. Water stop shall be dume-belt type or rubbed type of dimensions as per approved

drawing and design and shall be made from high grade P.V.C. compound having following

properties.

belttype Ribbedtype

Shorehardness 77 60

Minimum Tensile strength 175 Kg/m2 120 Kg/cm2

Elongation at brac 275 % 330 %

2.5.2. The P.V.C. Water stop shall be cut with knife and ends to be welded shall be trimmed

keeping and allowance of 1.5mm for each end to obtain correct measurements. The metal strip

or iron bar shall be heatedby below lamp around 200 C. after it is thoroughly cleaned. The two

ends of stops tobe joined shall be pressed against the hot metal strip firmly held in position.

When the P.V.C. softness the two ends of the water stops shall be slided away from the metal

strip and pressed firmly against each other until the joints cools down. It is important that

welding of the pieces it should be ensured that the during the alignment the central bult remains

undisturbed and in correct line.

2.5.3. The pribciplein the installation is to embed one half water stop in concrete on each side

of joint after the concrete on the first half of water stops sets the protecting over on the other half

is removed and concrete on the other side is poured to embed it. It is essential that the water stop

is properly reinforcement shall be equal to twice the maximum size of aggregate.

2.5.4. Measurements shall be running meter of the water stop placed in position measured

along the centre line of the water stop and shll be recorded before it is embede, in concrete.

2.6 Polythylene film 2.6.1. The film shall be low density polyethylene film 100 micron in thickness and black in

colour, The carbon black shall be uniformly disturbed over the film area so that no part of the

film is transpernt or it s capacity is low.


2.6.2. It shall have excellent resistance to watthering. The specific gravity shall be about 0.9 to

0.96 and the carbon black 2.5 to 0.5% by weight. The film shall have tensile strength of not less

than 100 Kg/cm2 in machine direction and 80 Kg/cm2 in transverse direction. Elongation at

break in above two directions shall not be less 200 % and 300 % respectively Film shall not

absorb water more than 0.00075% by weight. Test result from an authorized laboratory or

testing institute shall have to be produced.

2.6.3. The thickness shall be checked by measuring the internal diameters of a closely wound

roll of the film having known number or turns. Any other method may be adopted by from

Engineer in charge.

2.7 Huminous sealing compound primer

2.71. The sealing compound shall have following performance requirements.

(a) It should remain sufficiently deformable theoughout the year to accommodate the

amount and rate of movement occurring between the sections of lining on each side of joint.

(b) It should develop an effective adhesive bond to the walls of the joint to which it is

applied so that it remains sticking to the lining during the widening of the joint because of

contraction in the lining on both sides of joints.

© It shall provided water proof seal at all times under the maximum hydraulic head to

which the sealed joints as likely to subjected.

(d) It should have enough fluidity over the specified working temperature range so that

little difficulty is experience in properly filling and sealing joints of the given size shape.

(e) It should resist any rendency of creep down the slope of flow out of the sealed, at the

side slopes during hot weather.

(f) It should be durable.

2.7.2. The sealing compound shall confirm to the physical requirements given below, when

tested in accordance with appropriate standards.

Characterstic Requirement Method of test as per

1. Softening point min. 85 C. 18:1205-1958

2. Pentration at 25 C Min.15 18:1203-1958

100 g. 5a, 1/100 Max. 30 (Method.C)

3. Rash point, Min. 200 C 18:1209-1958

(Appendix-A)

4. Four Pointm, Max. 170 C 18:1834-1961

5. Increase in softening

points after heating to

20 C above the maximum

four point for three

hours, Max 5 C 18:1205-1958

6. Extensibility at 6 mm 18:1834-1961

(Appendix-C)

7. Water percent by

wt. Mark 0.5 18:1211-1958

2.7.3. Each container of the sealing compound shall be marked with the grade and the

manufacturers indentifications marks. Samples for resting shall be taken and test spedmen shall

be prepared as per 18:5226-1968.

2.7.4. The primer to be applied to the joint shall be a blend of high viscosity bitumen and a low

boiling point solvent and shal facilitate adhesive on between the sealing compound and surface

of the joint, it shall also reduced bubble formation due to the expension of air during the

application of the hot sealing compound, The proportion of the high boiling friction shall nor be


more than 30 % in order to promote penetration and avoid the formation of a thick layer of

bitumen on the, surface.

2.8. Reinforcement - M.S. Bars and rods and binding wire.

2.8.1 The M.S. Bars and rods for reinforcement whether structural of temperature, shall meet

the requirement of IS:432 or IS:226 or IS 850C before the reinforcement is placed in position,

the surface of the reinforcement shall be cleaned of rust, scale dirt, grease and other

objectionable foreign substances likely to destroy or rediance bond. Heavy flaky rust that can

not be removed by firm rubbing with burlap or equivalent treatment shall be considered

objectionable. The fact that light, early stage rust has no determental affect on bond and hence

could be disregarded, shall not used as exuse for careless handling and storage of steel.

2.8.2. Wire for lying reinforcement shall be of soft and nested steel. The wire may be of 16 to

18 SWG and shall have an ultimate strength of not less than 5625 Kg/Cm2 and yield point of not

less than 3685 Kg/cm2.

2.8 Stones

2.9.1. All stones tobe used in masonry shall be obtained from quarries approved by the

Engineer and shall be tough, sound, hard, dense and durable, free from voids, flaws, cracks,

earth cover, zeolite etc. They shall be reasonably fine gained and of uniform colour and texture.

Stones with stained surfaces shall be allowed in masonary, stains means oxide containing which

can be washed off or removed by wet scrubbing. Weathered skin maximum upto 1.5mm shall be

allowed only on one. face of stones if they are otherwise sound. Such stones shall form nor more

than20 % of the total No.of stones used in masonry. They shall not be used in exposed faces.

The stones shall be sch as will nhot absorb more than one percent of water by weight when

immersed in water for 24 hours.

2.9.2. The dimensions of the stones tobe used shall not be less than 15 cms. on any fact. They

shall be of the size suitable for the requirement of the work and of the thickness of masonry.

2.9.3. The stones tobe set in work shall be as received from the quarry after knockingof weak

corners and edges with the measons hammer. The face stone shall be selected so as to be length

of Hard work. Fifty percent stones shall be 0.03 m3 in size and 25% shall be headers telling

atleast 38cms in the work.

2.10 Bricks 2.10.1 The earth for preparing bricks and the site for obtaining the same shall be got approved

from the Engineer on the basis of the test result to be submitted by the contractor. If necessary

the contractor shall have to mix the clay and sandy soils in the proportions recommended by the

laboratory. All stones, gravel, coarse sand, kanker, roots of grass of plants and other

objectionable materials shall be completely removed from the earth to be used for manufacturing

bricks. The contractor shall make his own arrangements for procuring the land for the earth

requires for manufacturing brick and for the kilns etc.

2.10.2. The earth or the mixture of soils shall be repeatedly turned over and thoroughly wetted,

turned over at least 48 hours before used and tampered until good enough for moulding.

2.10.3. The bricks shall be made from soil of even texture and shall be uniformly well burnt in

approved kilns as may be allowed by the Executive engineer, if the resulting bricks are

otherwise satisfactory. They shall be uniform in size shape and shall be free from impurities like

particals of stone, line, kanker, and other foreign materials visible to nacked eye on the surface

or on the fractured surface of bricks obtained by bracking the sample. The brick shall give a

ringing sound when struck and its fracture when broken shall show a homogemous clean and

dence structure and sharp edges.


2.10.4. The bricks shall be of 19 cms x 9cms size with plane rectangular faces at right angles to

each other and sharp edges. The shall be table moulded with 10 mm. deep forgson one of the flat

faces. In case bricks of size other than the metric size specified above are permitted by the

Engineer, the measurements of the work to bepaid shall be limited to those specified for or

obtainable by the use to the metric size bricks. The permissible tolerance on the dimensions of

the bricks shall be 3 mm length and 1.5 mm in width and depth; However on a account of

change in size of bricks in quantity of consumption of cement mortar is increased then that

required for specified size of bricks. The cost of extra cement and mortar required shall be done

by the contractor.

2.10.5. The bricks shall not back when dropped on their flat face in saturated conditon from a

height of 60cm. The average water absorption of the bucks shall not be more than 15% by

weight after immersion in water for 24 hours. The compressive strength ehatit be less than 35

Kg/cm2 when tested dry.

2.10.6. The manufacturing progress shall on general confirm to IS:2117. Sampling and testing of

the bricks whenever required shlal be accordance with IS:3495.

Signature of Contractor Sign. of Executive Engineer


79

SECTION - 3

MORTARAND CONCRETE

3.1 Mortar

3.1.1. The mortar shall consist of cement and sand in the proportion as specified in the item.

Each full bag of cement shall be considered 0.034 cm3. Sand shall be measured by suitable

measuring boxes. Due allowances shall be made for bulkage of sand due to moisture, if at the

timeof mixing the sandis wet. The exact extent of allowance of bulkage shall depend on the

quantity of moisture in sand and shallbe decided by the Executive Engineer.

3.1.2. The mortar shall be mixed in mechanical mixtures of lifting type. The first batch of the

mortar at the commencement of work with any mixer shall be made richer by adding 10% of

cement extra over and above the required for the particular mix. Mixing time shall normally be

1.1/4 minutes for mixers of 1.6 cm 3 or less capacity and 3 minutes for mixers 1.6, cm 3 to 2.4

m3 capacity.l Mixing shall however by continued for larger period if proper mixing does not

result with the above timings. Over mixing is objectionable because the grinding action fins

which require more water to maintain consitancy of mortar. Also over mixing may drive out

entertained air. It is recommended that mixing time should not exceed 3 times than periods

specified above.

3.1.3. All ingradients shall be fed to the mixer simultaneously. A portion of waterfrom 5 to

10% shall precede and required quantity shall follow the introduction of other materials. The

remaining of water quantity of each shall be predetermined shall added uniformly and

simultaneously with over materials.

3.1.4. The wet mortal shall be used within 30 minutes from the time of adding water. Mortar

remaining unused after above time shall be rejected and shall not be allowed tobe used.

3.1.5. At prescribed intervals, cubes using approved materials shall be tested in the laboratory

and their strength at 7 days, 28 days and 90 days found. These strength shall be as standard

strength of mortar.

3.1.6. When pozzolana Portland cement used. one set of 9 test cubes 15 cm x 15 cms shall be

taken for every 50 cm3 or part of mortar and 3 cubes shall be tested each at 7 days, 28 days and

90 day. Minimum set of test cubes shall be one of each proportion or mortar every days. For

acceptance, the strength at 90 days of at least 80- % of test cubes shall not be less than 80 % of

the corresponding laboratory strength with sand of 2.2 F.M. The coefficient of variation shall not

exceed 20 %. The strength of test cubes at 7 days and 28 days shall be taken into consideration

to which the gain in strength of mortar with respect to time and for this compression shall be

made with respective standard strength with stand of.


3.2. F.M. 3.2.1. When ordinary Portland cement is used, testing at 90 days shall not be done and only 6

cubes shall be cast for each set.

3.2.2. In case the results fail to fulfill the above strength requirements, the respective portion of

the work shall be removed and redone by the contractor at his own cost. However if in the

opinion of Executive Engineer. Such work is acceptable appropriate reduce rate as decided by

the Executive Engineer shall be payable.

3.2. Concrete 3.2.1. Concrete shall be composed of cement, sand, coarse aggregate and water, all well mixed

in proper proportion as specified in the item by volume or by weight as specified in the item, and

brought to the proper consistency. For volumetric betching one full beg of cement shall be

considered 0.034 m3. Other materials shall be measured by suitable measuring boxes. If the sand

wet at the time of mixing, due allowance as determined by test from time to time shall made for

bulkage of sand due to moisture. The proportion of sand coarse aggregate shall be varied slighty

if required on the basis of laboratory tests to get dense workable concrete of design strengths. No

extra payment shall be made for (such) variation that may have to be made. The quality to water

to be used shall be decided by the Executive engineer so to get concrete of required work ability

when batching by weight is specified. the proportion of cement, sand and coarse aggregate shall

be as determined by laboratory testing for the respective class of concrete mix M. 10, M 15, M

20 etc. The water cement ratio shall also be as given by the laboratory testing.

3.2.2. The concrete shall be mixed in mechanical mixers of approved type which will ensure a

uniform distribution of the materials throughout the materials throughout the mass. The mixer

shall not be loaded in excess of its rated capacity and each batch shall be for whole bag of

cement. Mixing shall be for whole bag of cement, Mixing shall be continued until there is a

uniform distribution of the materials and the mass is uniform in colour and consistency, but in

no case shall the mixing be done for lessthan two minutes. The first batch of concrete at the

commencement of work with any mixer shall be made richer by adding 10 % of cement extra

over and above that required for the particular mix,. The mixer drum shall be completely

emptied before receiving materials for succeeding batch. The drum shall be cleaned at frequent

interylas while in one and shall be thoroughly washed when mixing operations case for any

period longer than 30 minutes.

3.2.3. All ingredients shall be fed into mixer simultaneously A portion of water form 5 to 10

percent shall preceded and the like quantity shall follow the introduction of other materials. The

remaining of water, quantity of which shall be predetermined shall be added uniformly and

simultaneously with the other materials.

3.2.4. No hand mixing shall be permitted except in the even of breakdown of the machine

during concreting of panel. Whenever such handmixing is restored to 5 percent extra cement

shall be used. Hand mixing shlal be done in the manner as directed by the Executive Engineer,

on a water tight platform and care shall be taken to ensure that mixing is continued until the

mass in uniform in colour and consistency. No patch of hand mixing shall of more than two bags

of cement.

3.2.5. Concrete shall be handled from the place of mixing to the place of final deposit and

placed in position as rapidly as practicable but always within a period of 30 minutes after

mixing, by methods which will prevent the segregation and/or loss of any ingredients or

reduction in slump. If segregation does occure during transport, the concrete shall be rammed

before being placed in position. The concrete shall be placed and compacted before setting

commences and should not be subsequently disturbed.

3.2.6. In order to test the consistency of concrete. Slump test shall be made by the contractor as

and when required. The slump test shall be carried out as per IS - 456. The allowable slump for

concrete shall be decided by laboratory testing or as directed by the Executive Engineer.


3.2.7 One set test cubes 15cms x 15 cms x 15 cms shall taken for every 30 m3 or part concrete

subject to a minimum of one set for a day's work from each set, 3 cubes shall be tested at 7 days,

3 cubes and 28 days (and also 3 cubes at 90 days when pozzolona cement is used) Samples of

concrete for test cubes shall be taken at the mixer and it shall be representative of the entire

batch. The location in the work of the batch of concrete thus sample shall be noted for future

reference, when tested are 28 days (at 90 days when pozzolana cement is used) at least 80 % of

the test cubes shall give compressive strength not less than the specified strength and no test

cubes shall give compressive strength less than the 80 % of the specified strength.

3.2.8. The specified strength different classes of concrete as per IS Classification and for

concrete made of different properties fisefeement. sand coarse aggregate by volume shall be as

under.

TABLE

Class of Portain For ordinary cement For pozzonal

mix (weight by Compressive Portland cement

Batching) volume strength of concrete compressivestrength

at of cinvreteat

______________________________________

7 Days 28 days 7 days 28 days 90 days

Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2 Kg/cm2

_______________________________________

M:10 1:3:6 70 100 49 70 100

M:15 1:2:4 100 150 70 100 150

M:20 1:1 1/2:3 135 200 Poxxonal cement not

M:25 1:2 170 250 tobe used

3.2.9 In case the results fail to fulfill the above strength requirements, respective portion of the

work shall be removed and redone the work by contractor at his cost. At the discretion of

the Executive Engineer the work may be accepted and paid at a reduced rate as may be

decided by him.



82

SECTION - 4

MASONRY

4.1 Preparing Foundations

4.1.1. The foundation shall be thoroughly cleaned of all loose materials including all chips,

sand, dirt and the slightest film of oil or grease which may need to be cleaned by detergent. This

shall be done with help of stiff wire brooms followed by through washing. The washing and

scrubbing shall be continued until the water is clean and entirely free from dirt. In the final

cleaning all water shall be removed.

4.1.2. The foundation shall be kept completely dewatered during construction and till such time

as would be required for the masonry to set.

4.2 Laying Masonry 4.2.1 The masonry work shall be done squre plumb, curbed or battered as may be required to

meet the design requirements and shall be carried out in workman like manner with the aid of

moulds templates centering etc.

4.2.2. Block outs and slot to be provided by contractor. All block-outs etc. required for

embedded parts for gates etc., shall be provided by the contractor without any extra cost.

4.2.3. All stones, chips etc. shall be cleaned and free from dust or mud to ensure good bond

with mortar and shall be wetted before being laid. For this purpose, the stones that are

immediately tobe used shall be kept sprinkled with good clean water. There shall be adequate

collection of stones and spauls within the easy reach of each mason to enable proper selection of

stones for the individual locations while laying and the stones shall be continuously replenished.

4.2.4. The stones shall be laid carefully in mortar on their natural flat bed so as to break joints

as much as possible and shall behammered down by mallet so as to bring out all excess water

and locked air from mortar insides andbeds. If its required to move the stone after it. Is placed in

position "It shall be lifted clear and thenplaced. No joints shall exceed 38 mm in thickness o nor

shall not be less than 12mm in thickness. The joints shall be filled well mortar and suitable chips

and spauls driven in to them so as to avoid thick beds or joints. The smaller stones used in the


filling shall be carefully selected to fill smoothy in to interstices between the longer ones mortar

to be added to fill the intervening places be well worked by travels and the light hand bar 12mm.

dia and sufficiently. I long to assure proper mixing and bonding with the bottom mortar. Care

shall be taken to see that joints in masonry already laid are not disturbed, while handling or.

moving stones. The masonry surfaces shall be kept as rough as possible to secure a good bond

between successive layers and shall be wire brushed the next day so as to removed all excess

mortar etc.

4.2.5 No fresh course shall be laid over masonry previously laid before 12 hrs. of its laying.

The maximum height of masonry coarse that shall be allowed tobe constructed at a time shall be

one meter.

4.2.6. Masonry surface which remained exposed for more than three months for delays in

construction or any othercuase shall be prepared in much the same manner as the foundation

concrete surface, after racking the mortar from joints to a depth of at least 12mm. 4:2:7 the

quantity of mortar used in masonary shall be generally between 0:35 to 0.4 cu.m. Paone cubic

meter of masonary.

4.3. U.C.R. Masonry

4.3.1. The stones shall be set in the work as receive from quarry after knockingoff weak comers

and edges with a masons hammer and after cleaning scales of foreign matter, if any.

4.3.2. Bonding: For ensuring good bond, masonry shall be constructed uneven at the to of each

layer and vertical bond stones having of not less than 45cms. shall be inserted at the rate of one

bond stone every one square meter of the surface in each layer.

4.3.3. Face masonry LR-TQ f&ce, stor^ shall be laid' selected form the mass of quarry stones

of greater size;-good, beds and trifom colour and shall be laid as far as possible without pinning

in front and shall be fitted so as to form neat and close joints. If necessary, the edges shall be

hammered to ensure close jointed work. Care shall be taken to ensure that the face work is

bonded well into the masonry. Face stones hall tail back and bind well in to work and shall not;

be of greater height than either bredth on the face or length of tail in the work>m NQ face, stone

shall be {es.s;t}" ian 0.015 cubic meter. The face stones shall be20 cms., to 30 cms. in height for

goop bond of heating with face masonry bond stones' having a taiil of not ' less than 45 cms

shall be; used at the rate of one per square meter of the face. The bond stones worth distinct

mark, to facilitate easy (identification shall be separately stacked before use. Care shall be taken

not to place bonch stones of successive layers, over each other. The shall placed so as joints with

those in the coarse immediately above and below.

4.3.4. The joints in the face has not be more than 10mm and the stones shall be arranged to

break joints as much as possible. Long vertical line of joints shall be appended.

4.3.5. A fair proportion of the stones, used in the backing shall be of large size. Thirty percent

them shall exceed 0.015 cubic meter in content.

4.3.6. The quoins unless otherwise specified shall be of selected stone neatly dressed with

hammer of chise to form the required angle and laid header and strtcher alternately. No quoin

stone shall beless than 0.03 cubic meter in content. The stones shall be fair dressed to a depth of

10 cm for horizontal joints.

4.3.7. The joints in the masonary to be pointed or plastered shall be racked square for a

minimum depth of 20mm. When the mortar is firm but not set. Before starting to points or

plaster the racked joints they shall be thoroughly cleaned of any dirt or loosely adhering cement

or mortar and shall be washed properly and thoroughly wetted.

4.4. Pointing


4.4.1. All pointing shall be done with cement, sand mortar or 1^ proportion unless, otherwise

specified, in the item. The sand to be used shall be fine. It shall pass through 120 IS mesh. The

sand shall confirm all other respects to specifications under section-2 materials.

4.4.2. The joints shall filled with the mortar which shall be thoroughly pressed by Nayla and

caulked in to the joints. The mix shall neither too dry nor too wet when used. The mortar shall

have just enough water to strick together on being moulded in to a ball by light pressure of hand

but not so much as to extrude free water when so pressed. Pointing shall be carried out as rapidly

as possible as possible and shall to be touched again after the mortar has once started to set. The

refilling and pointing shall be done as early as possible so as to ensure good adhersion between

the two mortars.

4.4.3. Grooved pointing: Unless otherwise specified the pointing shall be of the grooved type.

A semicircular depression 3mm. deep shall be made in the joints by pressing a clean string or

iron bar with trovel keeping hem stright along, the center lines of joints but never with curves.

These shall be truly horizontal and vertical in coursed masonry or where joints are otherwise

horizontal. The depressed lines shall be rubbed immediately with Nayla till they become

uniformly 3mm deep and 9mm wtele. The intersections of horizontal and vertical joints shall be

neatly finished with the vertical lines just touchingthe horizontal line but not crossing them.

4.4.4. Flush Pointing: For flush pointing no lines shall be pressed on the joints but they shall

instead be merely racked smooth with the Naylas. As soon as the mortarhas begun to set the

extra mortar on the edges of stones shall be carefully scrapped off to give neat appearance. The

joints shall be neat, well defined and of uniform width. The joints shallnot be raised over the

surface of masonary.

4.5 Plaster 4.5.1. Plastering shall be done with cement sand mortar of 1:3 proportion unless otherwise

specified in the item. The sand tobe used shall be fine sand passing through 1201. S.S. mesh and

shall confirm in all other respects to the specification under section-2 materials.

4.5.2. A base or key coat of coarse sand and cement in proportion of vie parts of sharp sand

passing 6mm. mesh to one part of cement mixed in sufficient water shall be applied,being

dashed on to the masonry face in uneven manner. This coat shall be supplied till stone bushing is

covered and its thickness shall be 6mm.

4.5.3. Backing Coat: The mortar for this shall be mixed adding waterfrom 12 to 16% of total

volume of aggregate and cement. It shall be laid to uniform thickness 10mm, and just after the

materials has started to set. It shall be secured in wavy lines by wire nail comb to form a bond

for the next coat and the work than be allowed to set for at least 30 hrs., the work being well

damped.

4.5.4. Finishing Coat: The water in the mortar for this coat shall be 14 to 18 percent of the toal

volumeof aggregate and cement. Finishing coat shall be approx. 4mm thick and should be

applied evenly and finished smooth with neat cement or neeru as specified. 4.6. Scaffolding to

be done by contractor

4.6.1. The cost of providing and maintaining scaffolding required for the work of masonry,

pointing and plaster shall be considered to have been included in the rates quoted for their items.

4.7 Curing 4.7.1. "All masonry, as it progresses, shall be kept well watered on the top and sides for a

period of not less than 21 days from the date building in place. At the close of the days work or

for other period of cessatin of the work, the top of all masonry tobe kept well watered. The

masonry shall be kept moist during the peiod of initial and final setting of mortar. Curing by

way of ponding shall be started only after the period of final set of mortar. Care shall be taken to

ensure that cement is not washed from the joints.

4.7.2. All pointing and plaster shall be kept continuously wet for less than 21 days taking care

as mentioned in para 4.7.1.


4.7.3. If the contractor fails to water the work as specified the Executive Engineer will employ

labour, material and equipments etc. for curing without giving notice and the cost of these shall

be borne by the contractor.

4.8 Meausrement and Payment 4.8.1. Measurement and payment of masonry shall be made on the basis of the actual volume

of the masonry, laid within the lines as shown on drawings or as directed by Executive Engineer,

according to all the provisions mentioned above. No deduction shall be made for the space

occupied by anchor or dowel bars and other embedments or holes upto 10 cms. in dia.

4.8.2. NO separate payment will however be made for embedding fixtures or grooves block

outs etc. for gates installation.

4.8.3. Measurment and payment for pointing and plaster shlal be made on the basis of the

masonry surface pointed or plastered as shown on the drawing or as directed by Executive

Engineer under separate items except when it is specifically mentioned that they included in the

item of masonry.


85

SECTION - 5

REINFORCEMENT

5.1 Scope of work

This shall include supplying being and eracting position in steel reinforcement

dowel bars and anchor bars etc.

5.2. Reinforcement Bars

5.2.1. Steel reinforcement bars shall be placed in the concrete as shown in steel the Drawing

and as directed, they shall meet the requirements of IS 432. Before steel reinforcement is placed

in position, the surface of the reinforcement shall be cleaned of rust, scale dirt, grease and other

objectionable for align substances likely to destroy or reduce bond. Heavy flaky rust that can not

be removed by firm running with burlap or equivalenttreatment shall be considered

objectionable. The fact that light, early stage rust has no determnetal effect on bond hence could

be disgraded, shallnot be used as excuse for careless handling and storage of the steel. In storing

bars of the same size length, shape and grade shall be assembled in racks and marked distincity.

Before the reinforcement bars are fixed in position, It shall be verified that they are of the

specified size and are bent in accordance with the plans and specifications. They shall be

accurately placed and securied in position by means of built in position by means of built in

concreteblocks, metallic shains, hangers, specers or other suitable devices at sufficiently close

interval so that will not sag between supports nor be displaced during thep lacing of the concrete

or by and operations for the work special care shall be exercised to prevent any disturbance of

the reinforcement in concrete that as already been placed. The reinforcement after being placed

in position shall be mtaintained in clean condition until is completely embedded in concrete

prevent further damage to the concrete or unsinhtly rust stains on a closed concrete.

5.2.2. Supports for reinforcement shall be straightended or bent in a manner that the same

proportion and of the same water cement ratio as the concrete to be used in the particular work.


5.2.3. Reinforcement shall not be straightened or betn in a madnet that will injure or weaken

the materials. Bars with links or bands not shown the plans shall not be used. Bars shall bebent

to the shape and dimensions shown on the drawings or as directed/using a bar bender operated

by hand or power to att.iin bendings to correct specifies redius. for bends along the edge of

reinforcement bars to faciliate bending will not be permitted. The reinforcement available from

rejected concrete shall not be used without prior approval of the Executive Engineer.

5.3. Binding

5.4.1. Wire for reinforcement shall be sot annealed shall be steel. The wire of 16 to 18 SWG

and shall have an ultimate tensile strength of not less than 6524.6 Kg/cm2 and yield point of not

less than 3683.88 Kg/cm2. Metal bar supports and spacers shall be fabricate at intimate

proximity with each other or be joined by a conductor, especially in the continued presence of

moisture, unless it is known that no galvanic action will result. The minimum allowable

clearance between parallel round bare shall not be less than 1, 1/2 times the maximum size of

aggregate which ever is greater.

5.4 Splicing

5.4.1 Bar spelices indicated in the drawing or as specified by the Executive Engineer shall

only be allowed. The lapped ends shall be places to ensure full bond on each bar. Splicing not be

done in the region of maximum bending movement and splicmt ® of adjustment bars shall be

avoided as possible, suitable splices length as permitted by the Executive Engineer or shown in

the drawing shall be provided wherever needed. Also splices shall be suitably staggered.

5.4.2. Bars above 25mm India, may be welded without loss of strength instead of being lapped

when permitted or directed the Executive Engineer. The bar to be spliced shall be lap welded or

welded by electric welding in the manners specified here after.

5.4.3. Suitable means shall be provided for holding the bar securely in position during the

welding process. Ends of bars to be spliced shall be cleaned of all dirt, scales rust, paint and the

foreign matter before welding. All welding shall confirm to the standard welding code of equal

to 40 times the dia. of the bars. The welded joints shall be staggered in an approved manner.

Three percent of the welded joints shall be tested for the tensile stength at the contractors cost

before placing reinforcement and the strength shall not less than the standard specified for the

category of the steel.

5.4. Covers

5.5.1 Sufficient concrete coverage shall be provided to protect reinforcement from corrosion as

indicated in the drawings or as directed by the Executive Engineer.

5.5.2 Cover for concrete coverage shall be as per detailed drawing the minimum thickness of

concrete covering to any reinforcing material, as measured from the out side surface of

concrete of the bar canter line shall be as follows.

Type of Construction Dry Interior

facea (cm)

Exterior faces above

high water and ground

(cm)

Faces exposed

to water of

ground (cm)

Floor and roof slab and light

walls (upto 30 cms)

4 5 6.50

Beams and girders 5 6.50 9.00

columns and heavy wall (over

30m)

5 6.50 9.00

Heavy sections 5 6.50 12.00


7.6. Inspectionbefore Concreting

7.6.1. No concreting shall be started unless the reinforcement as laid and finally checked, and

carried the Executive Engineer.

7.7. Anchor bars/Dowel bars

7.7.1. Anchor bars as required in connection with installation of gate shall beplaced in the

concrete or masonry as shown in the drawing or a directed.

7.7.2 Dowel bars as required for anchoring concrete etc. to the masonry shall beplaced in

masonry as shown in the drawing or a directed.

7.8 Measurements and Payments

7.8.1. The payment for the steel used shall be on the basis of the actual length of bar usedand

placed, as shown in the bar bending schedules including hook, bends and laps. The length of the

bare shall bemeasured to the nearest100 mm. V iz. 2001 mm. to 2049 mm will be measured as

2000 mm and 2050 mm. and above will be measured as 2100 mm. The rate quoted in the

schedule or prices will include the cost of supplying, cutting, bending, cleaning straightening

fixing amd maintaining in position. All steel will be paid on the basis of the weight computed

specified herein after about no payment shall be made for supplying and attaching metal wires

support spearator, chairs, anchor rods, pinds, binding wire backweld etc. used for tying the

reinforcement and keeping it to position.

7.8.2. Before starting concreting the contractor shall make certain that the measurement of the

reinforcement placed in position have been recorded and that the Executive Engineer certified to

the concreteness of reinforcement used.Failure to 0 might mean no payment or payment (full or

partial) at the uncontrolled discretion of Executive Engineer, for the reinforcement. This

reinforcement shall be fulfilled even when reinforcement is covered in then item of

reinforcement concrete and no separate payment for the reinforcement is tobe made.

7.8.3. Unit weights to be used in determining computed weights shall be as per weights given

in IS specifications for Indian steel and as per manufacture's weights for imported steel.

Signature of Contractor Sign of Executive Engineer


88

ITEM WISE TECHNICAL SPECIFICATION

Item-1:- Cleaning the jungle cutting from the site incl. removing grass, bamboom bavers

etc. and throwing away the same as directed as required from the site etc. complete.

Except those specifically marked for prevention these having a grith less than 30 cms. to

be measured at height of 0.45 form the ground shall be cut down to atleast 45 cms below G.L.a

nd their knots shall be grubbed.

The site shall also be cleared if all looses stones. curbs brush wood vegetation etc.

including remove of roots/All useful materials cNsateetftsafttn® srte shot? be property of

department. They shall be stake at suitable places indicated by Engineer in charge. Mateiral

found not useful shall be burnt otherwise disposed off by the contractor at his own cost

directedby the Engineer in charge without causing any business inconviniece to the work or the

property of people ion the neighbourhood.

Item-2:- Excavation for foundation in all sorts of soil including sandy and gravelly soil, soft

murrum including depositing the excavated stuff as and where directedincluding back

filling the trenches with suitable excavated stuff etc. complete for lead upto 50 and lift as

under (Manually without dewatering)

(a) Upto 1.50 m

(b) 1.50m to 3.00 m

(c) 3.0m to 4.5m

(d) 4.5m to 6.0 mt


(i) The item shall include excavationf or foundation of structures in all sorts of soil as

classified in para-1-A-3-1 of "Section A".

(ii) Relevent provisions in "Section-1-A" Excavation for foundation shall apply.

(iii) Payment shall be made at the until tendered rate for the respective depth of slab, on the

measurements as per para 1-A-1-3 of "Section 1-A".

Item-3:- Excavation for foundation in hard murrum including depositing the

excavated stuff as and where directed including back filling the trenches with suitable

excavated stuff etc; complete for lead upto 50 and lift as under (Manually without

dewatering).

(a) 0 to 1.50 M

(b) 1.50 to 3.0 M

(c) 3.0 to 4.50 M

(d) 4.5 to 6.0 M

(i) The item shall include excavation for foundation of structure in hard murrum as

classified in para 1-A-3.2 of Section 1-A.

(ii) Para (i) and para (ii) under item No.1 above shall apply.

Item-4:- Excavation for foundation in soft rock including depositing the excavated

stuff as and where directed including back filling the trenches with suitable excavated stuff

etc. complete for lead upto 50 and lift as under (Manually without dewatering)

(a) 0 M to 1.50 M

(b) 1.50 to 3.0 M

(c) 3.0 to 4.50 M

(d) 4.50 to 6.0 M

(i) The item shall include excavation for foundation of structure in rock as classified in para-

1-3.3 of Section 1-A.

(ii) Para (ii) and para (iii) under item No.1 above shall apply.

Item-5:- Excavation in hard rock incl. blasting drilling as necessary and disposal of

materials with in lead of 50 mt. and as specified below and stacking the useful materials as

directed rough dressing etc. complete.

(a) 0 M to 1.50 M.

(b) 1.50 to 3.0 M

(c) 3.0 to 4.50 M

(d) 4.50 to 6.0 M

(i) The item shall include excavation for foundation of structure in rock as classified in para-

1-A.3.6. of Section-A".

(ii) Para (ii) and para (iii) under item No.1 above shall apply.

Item-6:- Filling in foundation with concrete of cement, sand & brick bats in following

proportion including centering, shuttering, temping, smooth finishing, curing etc. complete

as directed for all leads & lifts.

(i) The item shall include providing and laying the concrete of specified proportion in the

foundation of structure.


(ii) Relevent provis8ionin "Section-2-materials, "Section-3" mortar and concrete shall apply.

(iii) Payment shall be made at unit tendered rate on the volume of concrete measured. The

length and width shall be measured by tape depth shall be determined from the levels recorded

before and after concreting.

Item-7 :- Providing and laying Plain/Reinforced concrete of cement, sand & metal

(20mm to 25mm size) in following proportion including centering, shuttering, temping,

smooth finishing, curing etc. complete as directed for all leads & lifts.

(i) The item shall include concrete 1:3:6 (M-10) using 25% plum of rubble course

aggregate of size 4cm to 15 cm.

(ii) Relevent provision in "Section-2"materials, "Section-3" mortar and concrete shall

apply.

(iii) Payment shall be made at Unit tendered rate on the volume of concrete done.

Item-8:- Providing and laying burnt brick (conventional size) masonry for foundation and

super structure in ordinary Portland cement mortar 1:6 proportion including racking out joints

upto 15 mm depth curing etc. complete for all lead & lifts.

(i) The item shal include brick masonry in 1:6 proportional in the foundation and to point for

size structures.

(ii) Relevent provision in "Section-2" materials and "section-3" mortar and concrete shall apply.

(iii) Payment shall be done at unit tendered rate of the work done.

Item-9:- Providing and laying uncoarsed rubble masonry in ordinary Portland cement

mortar 1:5 proportion super structure including scaffolding, racking out joints, curing etc.

complete for all leads & lifts.

(i) The item shall be include rubble masonry in foundation and upto plinth in prescribed

proportion for structure.

(ii) Relevent provisions in "Section-2" materials and "Section-3" mortar and concrete shall

apply.

(iii) Payment shall be made at Unit tendered rate of the work done.

Item-10:- Plain cement concrete for copping of cement, sand and metal under 5 cm size

(unvibrated) ibn prop. 1:2:4 laid in situ, incl. tamping, smooth finishing and curing for lead upto

50 mt. & lift 1.50 Mt.

(i) The item shall include concrete for coping on the top of masonary walls, pier, abutments

etc.

(ii) Relevent provision in "Section-2" materials and "Section-3" mortar and concrete shall

apply.

(iii) Payment shall be made at Unit tendered rate of the work done.

Item-11:- Plain cement concrte of cement, sand and metal under 5cm size (unvibrated) in

prop. 1:2:4 incl. laing situ tamping, smooth finishing and curing for lead upto 50 Mt. & lift upto

1.5 Mt.

(i) The item shall include concrete of prop. 1:2:4 shall be carried out as per direction of

Engineer in charge.

(ii) Relevent provision in "Section-2" materials and "Section-3" mortar and concrete shall

apply.


(iii) Payment shall be made at unit tendered rate of the concrete work done.

Item-12:- Providing and placing in position reinforcement bars including cutting, bending,

welding, joints where necessary, hooking etc. complete as per drawing for all lead & lifts.

(i) The item shall include reinforcement for all R.C.C. works.

(ii) Relevent proviion in "Section-5" reinforcement shall apply.

(iii) Payment shall be made at unit tendered rate on the weightof steel bars, placed in the

R.C.C. works arrived as per para 5 of "Section-5".

Item-13:- Providing cement mortar pointing to the stone masonary in proportion as under

after racking out joints 20 mm deep including scaffolding, watering, etc. complete with sulphate

ressistance cement for all lead & lifts.

(i) Relevent provision in "Section-2 material and Section-3" mortar and concrete and

Section-4" masonary shall apply.

(ii) Payment shall be made at unit tendered rate on the measurment as per para 4-8-3 of

"section-4".

Item-14:- Provision cement plaster in various thickness and proportion including smooth

finishing curing, scaffolding etc. complete for all leads & lifts as under.

(i) The item shall be include plastering to the exposed tabes of masonry with the mortar of

specified proportion.

(ii) Relevent provision in "Section-2" materials and "Section-3" mortar and concrete and

"Section-4" masonry shall apply.

(iii) Payment shall be made at unit tendered rate on the measurement arrived asper 4-8-3 of

"Section-4".

Item-15:- Earth work in embankment from canal borrow pits in all sorts of soil and soft

murrum including breaking clods, dressing to the design section with lead upto 50 meter and

height embankment above ground level as under (manual without dewatering)

(i) All the earth requied for embankment shall be excavated and brought from out side and

from selected borrow pits as approved by the Engineer-in-charge, for which contractor shall

have make his own arrangements.

(ii) The earth work in embankment shall be done in all sorts of soil and soft murrum loose

sandy soil.

(iii) Before placing the earth work, the seat of bank shall be ploughed and stripped in steps

for proper bonds profiles shall be provided to ensure the design slope. The cold shall be booked

in pieces.

(iv) The payment shall be made on unit tendered rate per C.M. The measurmentof earth

working bank shall be paid on borrow pits measurement.

Item-16:- Providing dry rubble pitching of various thickness to required grade including

trimming of earth work hand packing the interstics with spauls, filling earth in interstics

paneling complete for all lead & lifts.

(i) The item shall include in pitchingof rubble laid as per profile and direction of Engineer

in charge.

(ii) Relevent provision made in "Section-2" materials shall apply.

(iii) Pitching shall be hand packed on the slopes of embankment, the thickness of the pitching

layers shall as indicated on the drawing measured at right angles to the slopes. The stone shall be


placed on edge with broad base down take normal to the slope, Rock fragment and spauls shall

be tighty driven in the intersion and wedge and close direct opening to the under laying slope.

(iv) Payment shall be done on unit tendered rate per Sq.M. measurement of pitching shall be

area of the exposed surfaces and shall beobtained by measuring length and with.

Item-17:- Back filling the foundation trenches around the structures etc. with selected

excavated stuff including watering, ramming compacting etc. complete (By machinery)

(i) The item included excavation from borrow pits and conveying the same from borrow pits

to required place and spreading the same in uniform layers as directed. Watering and

compaction shall be done from layer to layer.

(ii) The item 18 only shall be operated when back filling required is more than the excavated

stuff and prior to the approval of Engineer in charge.

(iii) The filling behind the masonry structure shall be done with selected soil. The filling

behind the masonry structure shall be carefully deposited in layer.

(iv) Each layer shall beproperty watered and compacted before second layer is deposited.

(v) Payment shall be made on unit tendered rate per c.m.

Item-18:- Filling H.M. or chhara all round the piece incl. hand packing etc. complete incl.

watering & ramming.

(i)The item shall filling with H.M. or chhara all round the pipe, the classification of H.M. is

done as per para 1.A-3.20f "Section-1A".

(ii) The filling shall be done in layer wise and layer is properly watered an compacted with

suitable method.

(iii) The payment shall be made on unit tendered rate per C.M.

Item-19:- Providing and fixing in position (different diameter) NP2, R.C.C. pipe with collar

including filling and caulking the joints with cement mortar 1:1 proportion, finishing, curing etc.


(i) Providing and fixing in position (different diameter) NP2, R.C.C. pipe with collar

including filling and level and slopes including cost of collars, conveying, loading and unloading

pipes and collars to the site of work, and other materials labour proper completion of work.

(ii) Relevent provision made in "Section'2" materials sand"Section-3" mortar and

concrete shall apply.

(iii) The recess at the end of joints shall be filled with just sufficient quantity of hemp

dipped into cement slurry. The next pipe shall then be pressed against the first so that recess

between the end of first pipe and that of the second may just fil with plastic ring of cement and

both pipes shall set against each other properly. The collar shall be set up taking care to have

even caulking space around. The caulking space shall be filled with mortar of cement and sand

1:1 having proper work ability. The joint shall than be smooth finished.

(iv) Every joint shall be kept wet for about 15 days for curing

(v) The payment shall be made on unit tendered rate per running meter of completed

pipe line.

Item-20:- Providing and fixing ordinary guard stone 75x25x20 cms size incl. 3 coats of

white washing etc. complete.

(i) The guard stone shall be of approved quality and of the size specified in the item. the to

proportion shall be rounded. The top 38 cm shall chisel dressed in all sides.The size and shape

shall be neatly dressed and finished.


(ii) The guard stones shall befixed in position as directed by the Engineer in charge in earth,

The exposed surface of the guard stones shall be given three coats of white wash.

(iii) The payment shall be made on unit tendered rate per number, It includes the cost of all

materials excavation, labours, tools fixing and white washing of three coats as directed.

Item-21:- Supply and fixing marble data slabs 45cmsx30xcmsx2.5cms incl. engraving and

painting figures and fixing in C.M.

(i) The item shall include providing and fixing marble data slab size 45cmx3cmx2.5 cm.

The year of construction or other figures as directed by Engineer-in-charge shallbe engraved and

painted. The year plate shall be fixed with cement mortar 1:1 at the place as directed.

(ii) The payment shall be made as unit tendered rate per number.

Item-22:- Providing and supplying offer of cement 5cm thick R.C.C. 1:11/2.3 (M20)

needles in required length incl. necessary form work, smooth finishing incl. vibrating

consolidation curing etc. complete.

(i) The item includes providing and supplying for cement 5mm thick R.C.C. (m.20) needles

in required length and width shall be 15 to 23 cm.

(ii) Concrete for the R.C.C. needles shallbecomply with relevant provision made under

"Section-3" mortar and concrete. The R.C.C. needles shall be M-20 class. Maximum size of

coarse aggregated shall not exceed 20 MM. Hand mixing of concrete shall not be permitted for

any reason.

(iii) The needles shall be reinforced. The needle shall be provided with reinforcement at the

rate of 6.50 Kg. per Sq.meter and the arrangement of longitudinal and trnsverge bar shall be as

directed by the Engineer in charge.

(iv) Permissible tolerance on length & width shall be+ 3mm. The permissible tolerance on

thickness shall be 2mm.

(v) The R.C.C. needles shall be costed in rigid moulds true o the shape and dimensions. The

interface of the moulds shall be smooth. They shall be completed cleared of all incrustations and

oil before they are placed on the table vibrator.

(vi) The R.C.C. needles shall be carefully transported from the place where they are casted &

the place of delivery, to prevent any damage during loading, carting and stacking.

(vii) The payment shall beunit rate per sq.meter basic. The area of one size of needles shall be

arrived as by meaning length and width at the center of the thickness of needles. The rate alos

includes use of chemical, cement, steel and other materials labour equipments etc. to cast R.C.C.

needles.

Item-23:- Dismentalling the existing structure.

The item provides for complete removal of the existing structure extent to such portion

as may be required or permitted top left in place a shown on the drawing or as directed by the

Engineer in charge. including clearing the site, sorting out useful materials and stacking neatly

within lead of 100 mts. or on the bank indicated by the Engineer in charge.

Care shall be taken to see that dismentalling is done in such a way to prevent all

avoidable damage to usable, materials and any damage to near by properly or injury to life.

Item-24:- Excavation of E/W in all sorts of soil in wet slushy soil incl. excavation in canal

cutting of borrow pits to the design profile below seats of bank for rough clods breaking etc.

completed for lead of 50 mt. and lift 1.50 mt.


A: For Approach channel (B) For Earthen Bund

All sort of soil include soil silt sand gravel soft murrum stuff clay kankar & other soft materials

which canbe easily excavated by means of pick & shovel loose stones less than0.03 m 3 which

do not required breaking up shall be treated as soil, Leads and specified in them excavated

material laid or stacked as directed by the Engineer in charge depth slab in the item of

excavation indicates the range of depth measured from mean ground level.The excavation shall

be carried out to the exect lines & levels as specified in the drawing or as directed by the Dy.

Ex.Engr. Any extra excavation beyond such lines & levels shall not be measured & paid for the

excavated stuff for the banks or dr.ch. shall belaid in uniform layers as directed by the Engineer

in charge. The excavated stuff when deposited in spoil banks shall be so deposited as not to

obstruct any roads tracksor natural drainage. The side slopes of the drainage channel & earthen

bund shall be done as per specification & detail drawing as directed.

Item-25:- Diversion of water course, providing offer dam bund or island as may be

necessary for foundation, pier and abutments islanding and return walls and maintaining the

same till completion of work.

1. The item provides for the diversion of water course by suitable means such as by

construction bund, coffer dams dismentalling islanding any other suitable means may be nece.,

and approved by the Engineer in charge.

2. The contractor shall take all necy. protective measurement against probadle erosion due

to tide variation if anyand maintain the island or bound in proper manner construction. He

shallnot be entitled for extra payment or any compensation in the even of washing of bund

coffer dam of island at any time either due to tidal waters if any of floods or out other reasons

what so ever and the contractor shall reconstruct the same is required.

3. Care shall be taken by the contractor to see the no materials which will obstruct or come

in way of proper sinking of wells shall be used farming the bunds or island for the purpose of

diversion of a water course.

4. The size of the island platform shall be such as will be adequate for the wells under

individual abutment or pier with enough tree space all round for accommodating the well

sinking etc. thereon.

5. The coffer island shall be entirely removed and their materials shall be disposed off in

the manner as directed by Engineer-in-charge.

6. The rate shall be for the completed job of diversionof water course per pier or per

abutment or per return walls incl. building and pumping out water from the trenches required

and shall be payable after completion of particular pier or abutment well above the maximum

water level and after the materials used for the same are disposed of as referred to the above.

Item-26:- Compaction of selected soil/hard murrum/soft murrum in even thickness of 15

to20 cms including watering rolling of suitable capacity etc. complete as directed.

Consolidation should be done after each layer of embankment of 15 cm to 23 cm.

initially water should be spread on the layer of earth work by spring the water than suitable

roller viz. Hand roller bullock cust roller or power roller. After initial watering & rolling on a

layer is completed at least updown & up that three times, the second layer of embankment of 15

cm 5 to 23 cm to be spread out. the top width of the bund at each layer should be kept atleast 15

to 20 cm more than the required top width to have the sufficient rolling at the U/s & D/s toe. The

U/s side stop and D/s side eslope should than be well compacted by wooden rammers. Ramming

the side slopes manually, after dressing the excessive side slopes.

The payment should be made on cubic meter basis.


Item-27:- Rehandling the excavated materials available from excavation & approach

channel incl. spreading etc. complete.

All the suitable material obtained from excavation in foundation & approach channel or

as directed shall be deposited in the embankment as specified in item 15 of booklet. The rate is

inclusive of rehandling the excavated stuff, stack filling as specified in item. The material

deposited in the embankment shall be spread, well dressed. The payment shall be made on cubic

meter basis.

Item-28:- Providing and fixing in position 100 mm dia A.C. pipe weep holes in abutment

wing wall and laying training etc. complete.

The pipes shall be of approved quality and shall be got approved from the Engineer in

charge. It shall be put in position in required slopes as shown in drawing or as directed. Item

shall be measured and paid on running meterbasis as laid including providing all on the outer

face of walls etc. complete.

Item-29:- Providing & laying 300mm thick pucca rubble pitching in cement mortar 1:5

proportion with the surface pointed with cement mortar 1:3 proportion including curing etc.


(i) The item shall include 300 mm thick pucca rubble pitching in prescribed proportion for

structure.

(ii) Relevent provisionin section-2 for materials & section-3 for mortar shall apply. See P.

No. 5 to 6 & 11 to 13.

(iii) The item shallalso include thepointing as prescribed proportion for structure.

Proportion of cement mortar shall be as specified in the item of work & shall be proper

one by volume, the mixing shall be carried out on a clean water tight platform and cement, sand

shall be first mixed dry in the required proportion to obtain & mass of Uniform colour. The

mixing plateform shall be so arranged that no deleteriage, extraneus material shall get mixed

with the mortar of mortar shall flow out, While mixing the water shall be gradually added and

thoroughly mixed to form a stits plastic mass of uniform colour. So that each particals of shall

be completely covered with a film of wet cement. The water cement ratio shall be adopted as

directed by the Engineer in charge.

Pointing:- All pointing shall be done with cement, sand of specified proportion in the item.

The joints shall be filled with the mortar where shall be thoroughly pressed by Nayla and

caulked into the item.

Relevent provisions as per item pointing P. 15 of this Booklet.

Measurement & payment:- The payment shall be made on the basis of the actual measurement

i.e. on square meter basis. Laid as thus the lines as shown an drainage or as directed by the

Engineer in charge.

Item-30:- Providing & fixing in position sign board of standard size of 0.60 m x 0.45 m x

with M.S. angle 40 mm x 40mm x6mm with 3 mm thick iron plate including fixing in 1:5:10

pop. concrete block size 40cmx75cm including painting existing data on the board etc. complete

as directed.


The size of the board shall be60cm in length & 45 cm in height, if shall be prepared from

M.S. Plate of 3 mm thickness. the angle iron post shall beof size 40mmx40mm & 6 mm thick.

The length of the iron post shall be 2.1 meters. The angle iron post shall be fixed to the board by

welding. The welding shallbe true & strong & neat in appearance.

The board shall be fixed in C.C. 1:4;8 concrete. The concrete block for each post shall be

30 cmx30cm in size. The depth of the concrete block shall be 85 cm of which 60 cm will be

below ground & 25 cm above ground level. The exposed concrete block i.e. its portion above

ground level. The exposed concrete blocki.e. its portion above ground level shall be neatly

finished & its shape should be truly square.

The post shall be painted with two coats of paint, alternatively in black & white strips

23cms in height after applying one coat of Anticorrosive paint. The paint shall be of approved

quality. The board shall be painted with colour, as directed by Engineer in charge. The

information as per instruction of Engineer in chargeshall be writeneed on board with letters &

signs in accordance with I.R.C. The information may be one or more of the three scripts. viz.

Hindi, English & Gujarati.

The board shall be fixed truly vertical & workmanship of the board shall be neat, clean &

good in appearance.

The measurement for payment shall be for number of board fixed in position & complete

in all respects.

The unit rate includes cost of materials, Labour, Tools, Welding, Concrete, Painting,

Lettering etc.

Item-31:- Dewateirng the foundation trenchesduring excavation of canals, drains,

foundation trenches, concrete, masonry etc. till completion and diversion of surface and sub

surface water by using pumps of suitable capacity either diesel or electrical driven including cost

of labour, pipe line etc. for delivery distance beyond 50 meters.

1. Item provides for dewatering of foundation trenches required before and during

construction work including normal diversion of drainage channel and preparing coffer dam if

required.

2. Whereeven during excavation of foundation trenches or during any operation, obligatory

for execution of work under this contract, water is encountered, it will be dewatering by

employing suitable capacity of electrically or diesel driven pumps to ensure water free working

space. Contractor before starting dewatering operation, will give prior intimation to

representative of Engineer in charge, so that he can record timings. A log book will be

maintained to record the time for which pumps are operated which will be signed by contractor

also. Constractor wold deploy new pumps working with 85% efficiency.

3. During the execution of works i.e. for foundation, dewatering should be carried out

constantly to throw out soil water in trench and to make foundation dry. Dewatering shall have

to be restored until concrte or masonry attain it's initial strength. Contractor shall ensure that

dewatering ioperation is uninterruptedly continuous till work is completed. If due to

mismanagement of contractor work delays, no payment of dewatering for such period would be

made. This item is for dewatering of foundation trenches only, hence any dewatering required

for any other works under this contract is not applicable. If cofferdam is required, It will be

constructed at his own cost and will maintained until work is completed and later on will be

cleared off.

4. MODE OF MEASUREMENT ANDPAYMENT


This item will be paid at the rate quoted per HP x HR base, REcord of capacity of

pumps and timing is tobe maintained and sing by contractor and representative Govt.The rate

includes pumping sub soil water from trench and to dispose it beyond 50 M.

Item-32:- Dismentalling existing stone masonry incl. sorting out & stacking useful material

& removing the debries & making good the damage etc. complete as directed.

Dismentalling of damaged rubble masonary work D/s out off wall shall be carried out

carefully without disturb the undamaged rubble masonry work of existing structure.

After dismentalling the damaged rubble masonry work short out the useful material like

rubble & unuseful debries in a regular stacks as directed by the Engineer in charge.

If there is useful material like rubble. It shall be utilized at end wall to avoid the

secouring effect as directed by Engineer in charge free of cost by the agency.

The mode of measurement shall beof cu.mt. basis.

Item-33:- Dismentalling existing concrete including the depositing the dismentalled stuff

incl. sorting & stackingout the material & removing the debires & making good, the damage etc.

complete as directed.

Dismentally of damaged cushion floor & opening sill of body wall shall be carried out in

such a way that undisturbed structure can not be disturbed.

After dismentallingthe damaged portionof cushion floor & opening sill, sort out the

useful materials like metal kapachi & unuseful debries in a regular stackes as directed by

Engineer in charge.

If here is useful material like metal or kapachi. It shall be utilized at end wall to avoid the

probabale scouring effect as directed by Engineer in charge.

The mode of measurement shall be of Cu.Mt. basis.

Item-34:- Scrappingout the old plaster & cleaning the surface incl. scaffolding rackingout

the joining 20 mm deep etc. complete.

Scrapping to the perifarry of body wall & wing walls shall be carried out, without

disturbing the existing structure, joints if here is shall be racking out atleast 20 mm deep. debries

shall be thrown out side as directed by Engineer in charge. Rates includes cost of scaffolding if

necessary.

The mode of payment shall be of Sq.mt. basis.

Item-35:- Earth work in embankment in selected soil soft & hard murrum from borrow pits

etc. incl. breaking clods, dressing to the design section with lead upto 500Mt. & all lifts. (By

JCB-4Cx Machinary)

Clearing the iste of Borrow area:-

The Contractor shall clear the area required for seting out for construction of Earthen Bund. The

area shall be cleared of all treesby girth less than 0.50 M. treestumps, roots, bushes, rubbish of

all kinds, loosestones and all other objectionable materials. The contractor shall dispose of all

such materials which are not required tobe kept at site, as directed by the Engineer in charge.

Theowner ship of all the useful materials encountered in the clearing at site and/or in Excavation

shall be the property of the Govt. of Gujarat. No separate payment shall be made to the

contractor for complying the requirements out lined in for going paragraphs.

Material tobe used in the Embankment:-


(i) The usable excavatedstuff obtained from the near by borrow area/khadi under item of

excavation fulfilling quality requirement for the purpose for which it is tobe utilized.

(ii) The excavated usable stuff obtained from the near by borrow area/khadi after strip

ping tobe used.

(iii) If material is not available form near by borrow area/khadi, contractor shall have to

make his own arrangement for borrow area/khadi.

(iv) The depth width etc. including side slop, gradient of cut in borrow area/khadi shall be

designated by the Engineer in charge.

(v) Haphazard excavation will not be permitted. The type of equipment used and the

operation in the excavation of materials in borrow area/khadi shall be such as to

produce the required uniform materials for embankment.

Construction:-

The Embankment shall be constructed to the slopes indicated in the drawing. The out

side slopes of the embankment shall be neatly dressed to lines, levels and grade as per the

drawing.

The borrow area material shall be conveyed upto lead of 500 Mt. & for all lift involved

at borrow area of the placement site.

Embankment material in general shall be spread in successive horizontal layers as

directed by the Engineer in charge extending to the full width of the embankment.

If the work is hold up due to failure of machinery no claim what so ever shall be

entertained.

In case of old bank tobe extended horizontally it shall be cut to a slope not steeper than 1

vertical to3 horizontal. The surface so prepared shall be scarified & made loose at least for

adepth of 15 cm. The earth surface shall be thus prepared to receive the new embankment. This

is to have a proper bond with the oldone. For all these activities no extra payment is admissible.

If the old bank is to be raised vertically, vegetation if any shall be cleared followed by scarifying

& placing of new earth work layer as specified above. No extra payment shall be made for this.

The surface which are damaged due to rain to rail watereffect, shall be made good by

filling with proper soil.

The out side slopes of the embankment shall be neatly dressed to line & slopes. No extra

payment shall be made for dressing & clod. breaking.

Banking of soil shall be manually or by machinery compactedin such a way that if can

resist water stored/tobe stored safely.

Measurement & Payment:-

Initial ground level shall be taken after preparation of seat under embankment on c/s at

the interval of 30 mts. or closure if required along center line of earthen bund. On each cross

section, levels shall be taken at an interval at 3 mts. or closer if required. The cross section shall

extend beyond the toe of the embankment. For the purpose of runningbill, measurement, tape,

measurement of earth work in embankment shall be permitted upto 90 % of the quantity

involved in earthen bund. No payment shall be made for earth work in proud portion.

The final measurement shall be taken after the earth work in the embankment reaches the

level upto the top bank level. No extrapayment shall bemade for borrow area stripping.

The payment shall be made on unit tendred rate per C.M. The measurement of earth

work in earthen bund shall be paid on cross sectional area method.


Item-36:- Boring the holes of depth verying from 5 Mt.or more in ordinary soil/sand (for

cast in situ piles) and getting out the soil/sand and disposal of the surplus excavated soil/sand as

directed within a lead of 50 Mt. for 300 mm dia piles extra under ramming in side inbore holes

for under reemed piles, as directed by Engineer in charge.

1.0 Workman ship

1.1 The gorund shall be roughly leveled and after making the position of piles, the holes

shall be bored with a spiral angle to the verying depth from 5 Mt. to 15 Mt. and of 300 mm dia

meter using boring guide line.

1.2.1. The bore holes shall be truly vertical and uniform bore through out of 300 mm dia meter.

After boring the required depth thebore shall be cleared of the loose soil and disposal of

surplusexcavatedstuff as directed within a lead of 50 Mt.

1.3 The necessary steps shal be taken to kept the excavated bore holes in intact situation in

specified depth and diameter by using necessary chemical/Bantonite or any type of

casing or proper material shall be used for protection of the bore holes till the RCC work

is carried out.

1.4 The bore shall be enlarged at the bottom by an under rammer 2 to 2 1/2 times the

diameter of the bore as directed by Engineer in charge. It shall be ensured that the bore

for piles shall be enlarged to the correct dia mater.

2.0 Mode of measurement and payment

2.1 The rate for boringholes shallinclude.

(a) Roughly leveling the gorund in positions where piles are tobe provided.

(b) Making the position of piles and boring guide and alsofor satifening boring guide.

(c) Use of required chemical/Bantonite or any type of casing or proper material for

protection of the bore holes till the RCC work taken up and completed.

(d) Boiling out water if any met withduring boring.

(e) Disposal of surplus excavated soil within a lead of 50 Mt.

(f) All tools, plants equipments and labour required for satisfactory completion of work.

2.2 The rate shall be for a unit of one meter.

Item-37 Providing & fixing pipe chain railing including providing G.I. pipes of 50 mm

dia, 1.25 mt. long and M.S. chain of 8 mm dia bars including necessary fixtures and fastening

with oil paint etc. complete.

1.o Materials:-

1.1 8 mm dia M.S. Chain as of 1.16 Kg/1 RM of standard structural steel shall

confirm to I.S.

1.2 The Galvanised mild steel tube (Medium grade) of 50 mm dia shall be used to

conform I.S. or required specified length.

1.3 The standard oil paint shall be used.

2.0 Workman ship:-

2.1 The chain railing shall be prepared as per the drawing or as directed for the fixing

to 50 mm dia pipe etc.


2.2 The pipe chain railing shall be fabricated to the design shown in the drawing and

weight shall be as directed and joints shall be welded as shown in the plan or as

directed.

2.3 The pipes and chain railing shall be painted with standard oil paint in three coats.

3.0 Mode of measurements & payments:

3.1 Payment shall be made on RM

3.2 The rate shall be for a unit of one RM.

Item 38 Providing & laying in position precast RCC post of following size in concrete block of

size 30cmx30cmx40 cm in proportion 1:4:8 in 125mmx125mm at bottom 80mmx80mm at top.

This item includes providing RCC post of standard proportion & quality approved by

Engineer in charge, embedded in concreteblockof size 30cmx30cmx40cm of proportion of 1:4:8.

The size of the post at the bottom should be 125mmx125mm & 80mmx80mm at top.

The height of the post shall be 2.30m long.

The fixing work should be done as per drawing & as instruction of Engineer in charge.

Item also includes white washing to exposed surface in post in three coats.

The measurement & payment will be in Nos. of whole work done as mentioned item.

Item 39 Supplying & fixing galvanized steel based wire (I.S. 278-1972 type-I) weighting 9.38 Kg

per 100 meter (Min) straining and fixing to any type of post reils invarious rows with cross rows

as per drawing including security with and provision of galvanized mild steel wire stappled or

steel pins etc. as directed (Excluding post, Rails fixing)

1. The barbed wire shall of galvanized steel and it shall generally conform to S.278-

1978. The barbed wire shall be of type-1 whose nominal diameter for line wire shall

be 2.5 mm and point wire 2.24 mm. The nominal distance between two barbs shall

be75 mm unless otherwise specified in the item. The barbed wire shall be formed by

twisting together two line wires. One containing the barbs. The size of the line

andpoint wire; and barb spacing shall be as specified above. The permissible

deviation from the nominal dia meter of the line wire and point wire shall not exceed

+ 0.08 mm.

2. The barbs shall carry four points and shall be formed by twisting two point wires,

each two turns, lighly round one line wire, making altogether four complete turns.

The bars shall have a length of not less than13 mm andnot more than 18 mm. The

point shall be sharp and cut at an angle not great erthan 35 degree of the axis of the

wire forming the barbs.

3. The line and point wires shall be circular in section, free from scale and other defects

and shall be uniformly galvanized. The line wire shall be in continuous length and

shall not contain any welds other than those in the rod before it is drawn. The

distance between two successive splices shall not be less than 15 meters.

4. The length per 100 Kg. of barbed wire I.S. type I shall be used.

5. The payment shall be made on the basis of Rmt.


Item No.40

Excavation for foundation in all sorts of soil including sandy & gravelly soil, soft

murrum including depositing the excavated stuff as & where directed including back filling

the trenches with suitable excavated stuff etc. complete for lead upto 50 Mt. & lift as under

(manually without dewatering (a) lift upto 1.5 mt.

1. EXCAVATUIB FIR STRYCTYRES:

Cutting for foundation excavation

(a) The foundation levels shown on the working drawings are tentative. The actual levels

will be decided by the Engineer in charge on the basis of site conditions revealed on

opening the foundation. No claim for extra rate will be entertained for any excavation

that may be required to be done for widening or deepening the foundations below the

level shown on the drawing.

(b) The side slopes considered for the pay lines are horizontal to vertical 1:1 in soils, 1/2:1 in

soft rock 1/4:1 in Hard Rock. The Contractor if necessity arises, shall have to provide

shoring and strutting and scaffolding, the cost for this shall be deemed to have been

included in the rates agreed upon in this contract items.

© Whenever surface of ground water is met with during excavation for structures,

dewatering shall be resorted to by the Contractor. The rate for the excavation for

structures is deemed to include the cost towards dewatering. No extra claim for

dewatering will be entertained.

(d) When the canal crosses the existing road, the asphalt carpet including W.B.M. surface of

the road shall have to be excavated at no extra cost.

(e) At several location, the irrigation pipe lines, gas pipe lines. O.F.C. cable lines, drinking

water pipe lines etc. may cross the canal. Details of such locations will be given to

contractor before starting the work. The contractor has to take care that these pipelines

are not damaged. In case these pipelines are to be removed so shall be done by owner of

pipelines. The earth so available should be utilized/disposed as directed by engineer in

charge. The measurements shall be taken for the trench only and payment will be made

accordingly.

2. Tolerance

The average tolerance in foundation levels shall not excess 1 2.5 cm compared to the

level indicated in the drawing or the level as decided by the Engineer in charge on

opening the foundation.

3. Over Excavation

(a) Over excavation shall not be done beyond the defined pay line. If any such over

excavation is done, the same shall have to be either filled back with suitable soil and with

specifia compaction or filled up with cement concrete as directed by the Engineer inc

harge at the contractor's cost. No extra claim shall be entertained on this account.

4. Conveyance and disposal of the Excavated Materials.

The material obtained from the excavations, if found usable shall be used for back filling

of foundation trenches. The excess material shall be disposed off as directed by the

Engineer in charge.


5. Pay Line

(a) Regardless of whether the excavation for construction of the structure precedes or

follows the excavation of the canal at the site of structure, measurement for excavation

for structure shall include only the required excavation out side the pay lines for the

canal excavations and below the original ground surface, measured to the dimensions

and slopes as per actual excavation but limited to 1:1 in soil, 1/2:1 in soft rock 1/4:1 in

hard rock.

(b) Lead specified for the conveyance of the excavated material shall be measured from the

block of 50 m of the foundation to the place of dumping along the shortest possible

distance.

6. Measurements for excavation

(a) Initial and the final ground levels shall be taken at 3m grid points or closer interval in the

foundation area, at every change in strata like soil, soft rock and hard rock. Levels shall

be taken and recorded in the field books.

(b) the provision at (c), (d) and (c) in para 1.6.1.6 of this section shall also apply.

7. CLASSIFICATION OF EXCAVATED MATERIAL

(i) Excavation in soils shall include excavation in clay, silty, sandy, gravelly, and

murrum both soft and hard soils which can be removed manually with the help of

pick axe or showel or with the use of a showel, dragline, leader scrapper etc.

Excavation of boulders upto size less than 0.03 m3 is included in soils.

(ii) For classification for payment of the excavated materials under item of the Schedule

B, the decision of the Engineer in charge shall be final and binding to the contractor.

(iii) As regards the information of condition of canal, strata to be encountered in the canal

excavation, contractors are advised to take a visit the canal site. The prospective

Contractors may study such data. The information wherever may be available is

indicative only. In actual excavation the classification can very. The Contractors are

advised to examine the site of work and to arrive at reasonability of information

being offered, and other conclusions on that basis. No claims will be entertained on

the basis of conclusion drawn from the data supplied.

102

8. PAYMENT

(a) The payment shall be on the basis of cubic meter.

Payment for the earth work shal be made as under

Sr. No. Work executed Release of payment

1 Running Bill 90 % of the tendered rate

2 At the final acceptance of work 95 % of the tendered rate

3 When all works are finalized and final bill is paid 100 % of the tendered rate

© The payment will be made asper the earthwork calculation statements and registers

which will form a part of the initial record, in the relevant items of the Schedule-B of the

contract.

(d) the rate includes dewatering till completion of the work, the conveyance and disposal of

excavated material in the specified leads as per respective items of excavation of the

schedule B of the Contract and spreading the same inlayers of uniform thickness as


directed by the Engineer in charge and dressing the slopes to form design sections botn at

execution site and disposal sites.

(e) Separate or extra payment shall not be made for the following as the rate agreed upon are

inclusive of the operation.

(i) Prewetting of soils before excavation.

(ii) Stockpilling of excavated wet soil till adequate drying before placement in the

embankment as defined in earlier para, Stockpiling of excavated material available from

foundation excavation and use of such stuff for backfilling upto filling and spreading in

layers of required thickness in backfills of foundation trench and construction of banks

around the structures.

(iii) Dewatering surface or ground water as and when required for the excavation till the work

is completed.

(iv) Maintaining diversion whereexisting communication lines like telephone lines, electric

lines etc. are disturbed.

(v) Setting out of works.

(vi) Work done beyond pay lines wherever they are defined.

(vii) Changes in the canal section.

(viii) Over excavation and treatments for correction.

(ix) Materials an labour required for taking levels and measurements.

(x) Tools, plant and equipment labour and materials required for excavation and for the

conveyance and placement of the excavated stuff.

(xi) Shoring, strutting wherever required and for maintaining the excavated slopes.

(xii) All incidental operations required for carrying out the work in accordance with the

specifications.;

(f) No claimk for extra rate shall be entertained on account of following.

(g) For extra quantity of excavation in foundation on account of change in design foundation

level.

Item No.41

Filling in foundation with concrete of cement, sand and metal (2 cm & up to 5 cm size)

or brick bats in following proportion including temping, smooth finishing curing etc.

complete as directed for all lead and lifts.

(A) 1:4:8

(B) 1:3:6

(C) 1:2:4

1.0 The work in general shall be carried out as per I.S. 456-2000 for plain and reinforced cement

concrete.

2.0 Cement used shall ordinary Portland cement confirm in all respects to IS 12269-1987. The

cement shall be brought by the contractor and the contractor shall arrange to cart, load and

unload the same of the site of work at his cost.

3.0 Large stock of cement shall not be kept at the works but only sufficiently quantities to ensure

continuity of the work. The cement bags shall be neatly stacked in an orderly manner so as

to admit of easy count.

4.0 A regular day to day account of cement received and used on the work together with the

mentioned of the particular work and quantity of the work in which it was used shall be

maintained in ink separately by the responsible representative of the department and shall be

signed daily at the end of day's work both by the department representative as well as the

contractor after proper verification. The account shall be shown on to the Executive Engineer

when asked for.


5.0 The fine aggregate shall consist of hard strong, durable, clean and uncoated articles of

natural sand, free from injuries amounts of dust tamps, soft or flaky particles. It shall not

contain any harmful materials as to reduce the strength or durability or concrete it shall be of

approved quality.

6.0 The coarse aggregate shall consist of natural metal approved quantity it shall be free from

dismetegrated soft, flaky and elongated particulars, salt, alkalies, vegetable mater and other

deleterious materials in such quatities as to reduce the strength or durability to the concrete.

The size of the course, aggregate shall not exceed 5 cms, for 1:4:8 & 4 cms for 1:2:4 &

1:3:6.

7.0 For large quantities, mixing should invariably be done in standard concrete mixture which

ensure through mixing of concrete, for small batched hand mixing may be permitted by the

Engineer inc harge. In the later case, it shall be done as quickly as possible and in steel plate

through 10'x10' width 9" sides of steel of about 1/16'' to 1/8" thickness.

8.0 The concrete shall be laid gently (not dumped a backer) so as not to permit of segregation of

aggregate, concrete shall be laid in layers not exceeding 6" (15 cm) in thickness and shall be

thoroughly rammed rapidly. In no case shal ramming be prolong rammed cement has begun

to take its initial set. As son as concrete has sets sufficiently i.e. after few hours oflaying the

surface must be protected from rapid drying out by being covered with wet sand. Wet gunny

bags or where possible by forming shallow pools of water on top. The setting shall be

continued for at least 10 days.

9.0 Cement and sand in required quantities shall be mixed dry twice with shovels and then

wetted ballast shall be added.

10.0 The bottom of trenches where cement concrete is tobe deposited shall be lightly

sprinkled with water and rammed. Concrete shall be deposited immediately on this prepared

base inlayers as specified above. The top of the layer shall be marked by proper levels. The

concrete shall be well panned and rammed. There shall be no segregation or loss of materials

while the concrete is being transported and deposited. Any materials lift over for more than

30 minutes after mixing shall be rejected.

11.0 The rates includes the cost of material, including admixtures if required shuttering,

centering, scaffolding, curing and all appliances etc. complete. The work shall be paid on

cubic measurements as per dimensions of approved plans as carried out the direction of the

Engineer in charge.

104

Item No. 42

Providing and laying Plain/reinforced cement concrete of cement, sand and metal (above

12 mm & upto 20 mm size) in following proportion laid in situ including centering, shuttering

temping, smooth finishing curing etc.complete as directed for all leads & lifts.

(ii) 1:4:8

(iii) 1:3:6

(iv) 1:2:4

1. The work in genral shall be carried out as per IS. 456-2000 for plain and reinforced

cement concrete.

2. Cement used shall ordinary Portland cement confirm in all respects to IS 12269-1987.

The cfement shall be brought by the contractor and the contractor shall arrange to cart,

load and unload the same of the site of work at his cost.


3. Large stock of cement shall not be kept at the works but only sufficiently quantities to

ensure continuity of the work. The cement bags shall be neatly stacked in an orderly

manner so as to admist of easy count.

4. A regular day to day account of cement received and used on the work together with the

mentioned of the particular work and quantity of the working which it was used shall be

mtaintained in ink separately by the responsible representative of the department and

shall be signed daily at the endof day's work both by the department representative as

well as the contractor after proper verification. The accouint shall be shown on to the

Executive Engineer when asked for.

5. The fine aggregate shall consist of hard, strong, durable, clean and uncoated articles of

natural sand, free from injuries amounts of dust tamps, soft or flaky particles. It shall not

contain any hardmful materials as to reduce the strength or durability or concrete it shall

beof approved quality.

6. The coarse aggregate shall consist of natural metal approved quantity it shall be free

from disintegrated soft. flaky and elongated particulars, salt, alkalies, vegetable mater

and other deleterious materials in such quantities as to reduce the strength or durability to

the concrete. The size of the course aggregate shall be between 12 mm to 20 mm.

7. For large quantities, mixing should invariably be done in standard concrete mixture

which ensure through mixing of concrete, for small batched hand mixing may be

permitted by the Engineer in charge. In the later case, it shall be done as quickly as

possible andin steel plate through 10'x10' width 9" sides of steel of about 1/16" to 1/8"

thickness.

8. The concrte shall be laid gently (not dumped a backer) so as not topermit of segregation

of aggregate, concrete shall be laid in layes not exceeding 6" (15 cm) in thickness and

shall be thoroughly rammed rapidly. In no case shall ramming be prolong rammed

cement has begun to take its initial set. As soon as concrete has sets sufficiently i.e. after

few hours of laying the surface must be protected from rapid drying out by being covered

with wet sand. Wet gunny bags or where possible by forming shallow pools of water on

top. The setting shall be continued for at least 10 days.

9. Cement and sand in required quantities shall be mixed dry twice with shovels and then

wetted ballast shall be added.

9. The bottom of trenches where cement concrete is tobe deposited shall be lightly

10. sprinkled with water and rammed. Concrete shall be deposited immediately on this

prepared base inlayers as specified above. The top of the layer shall be marked by proper

levels. The concrete shall be well panned and rammed. There shall be no segregation or

loss of materials while the concrete is being transported and deposited. Any materials lift

over for more than 30 minutes after mixing shall be rejected.

11. Necessary test for materials as well as concrete shall be carried out as mentioned in

specification of Material & in General condition section of Tender.

12. The rates includes the cost of material, including admixtures if required shuttering,

centering, scaffolding, curing and all appliances etc. complete. The work shall be paid on

cubic measurements as per dimensions of approved plans as carried out the direction of

the Engineer in charge.

ITEM NO.43

Providing and placing in position reinforcement bars including cutting,

bending, welding joints where necessary, hooking etc. complete as per drawing

for all leads and lifts.

(a) HYSD steel/TMT bar

1. STEEL REINFORCING BARS

2. GENERAL


(a) The H.Y.S.D/TMT. steel bars shall be procured by the Contractor from

approved manufacturers as specified in clause 18.1.2 (b) of Volume-ONE.

(b) Steel reinforcing bars shall be placed in concrete as shown on the drawings

or as directed by the Engineer-in-charge. The drawings issued with these

specifications are typical ones. Further working drawings shall be issued

by the Engineer-in-charge for each structure during the course of the

Contract.

(c) Not less than 30 days prior to placement of reinforcement, the Contractor

shall submit to the Engineer-in-charge three prints and a reproducible

prints of each of reinforcement detail working drawings for approval. The

drawing for approval shall be prepared in accordance with IS : 456-2000*.

(Code of Practice for plain and Reinforced Concrete) IS : 2502-1963*,

(Code of Practice for Bending and Fixing of Bars for Concrete

reinforcement)andIS:5525-1969*,(Recommendation

for detailing of reinforcement in reinforced concrete work) or otherwise

shown on the reinforcement detail drawings. The drawings shall show

necessary details for checking the bars during placement and for use in

establishing payment quantities. The reinforcement bars shall conform to

requirements shown in the drawings or as directed by the Engineer-in-

charge. The approval of the Engineer-in-charge to the Contractor's

reinforcement detailed drawings shall not absolve the Contractor of his

responsibility for the correctness of details of for conformance with the

requirements for these specifications.

(d) High yield strength deformed bars, of grade "Fe 415" conforming to IS :

1786-1985* (or its latest edition)shall be used as reinforcement as shown

on the drawings by the department. Certified copies of the manufacturing

company's test result shall be produced before using the steel along with a

certificate of satisfactory test results in accordance with the latest IS code.

However, in case of non-availability of such bars, other steel bars of grade

Fe 250 conforming to IS : 432-1982* and /or IS : 1139-1966* shall be

allowed by the Engineer-in-charge. The contractor shall have to produce

necessary relevant certificates, conforming to test results as per IS

requirement to the Engineer-in-charge. However, Engineer-in-charge may

ask for additional tests if required. The charges for carrying out necessary

tests shall have to borne by contractor.

3. CUTTING, BENDING AND BINDING

(a) The Contractor shall be responsible for the accuracy of the cutting, bending

and placing of the reinforcement. Reinforcement shall be inspected for

compliance with the requirements as to grade, size, shape, length, placing

and locations after it has been placed. No concreting shall be started unless

the reinforcement as placed in the work is finally checked, recorded and

certified by the Engineer-in-charge.

(b) Before the reinforcement is placed, the surface of the bars and the surfaces

of any metal bar supports shall be cleaned off the rust, scale, dirt, grease

and other objectionable foreign substances. After being placed, the

reinforcing bars shall be maintained in a clean condition until they are

completely embedded in the concrete.


(c) Reinforcing bars shall be accurately placed and secured in positions so that

the clear distance between two main bars shall not be less than the greatest

of the following :

(i) The diameter of the bar if the diameter are equal.

(ii) Diameter of larger bar if diameter are unequal.

(iii) 5 mm more than the Specified maximum size of coarse aggregate.

The bars and fabric shall not be displaced during the placing of concrete.

The Contractor shall ensure that there is no disturbance of the reinforcing

bars in concrete during placement in concrete and correct location shall be

maintained in the cast concrete.

(d) Wire for binding reinforcement shall be of soft and annealed mild steel and

shall conform to IS : 280-1978*. Binding wire shall have a tensile strength

of not less than 56 kg/mm². The wire shall have a minimum diameter of

1mm. Chairs, hangers, spacers and other supports for reinforcement may

be of concrete, metal or other approved material. The minimum allowable

clearance between parallel round bars shall not be less than 1.5 times the

diameter of the largest bars and for square bars shall not be less than twice

the side dimensions of the larger bars or 1.5 times the maximum size of

aggregate whichever is greater. Bars crossing each other, where required

shall be secured by binding wire in such a manner that they do not slip over

each other during the fixing and concreting. Wire used for binding

reinforcement shall not be measured for payment.

4. CARE OF PLACED REINFORCEMENT AND CONCRETE Where reinforcement bars are bent aside at construction joints and

afterwards bent back into their original position, care shall be taken to

ensure that at no time the radius of the bend is less than 6 times the

diameter for deformed such bars, to ensure that the concrete around the

bars is not damaged.

5. MEASUREMENT AND PAYMENT (a) Measurement, for payment for furnishing and placing reinforcing bars shall

be based on the calculated weight of the bars placed in concrete. The

payment shall be made on the basis of unit rate per Qtl. ( 100 Kg.) quoted

for relevant items in schedule-B.

(i) The weight of reinforcing bars shall be based on following table :

Table : Cross Sectional Area And Mass (IS : 1786-1985*)

Nominal Cross-Sectional Area Mass per Metre Run

size mm mm² kg

1 2 3

6 28.3 0.222

8 50.3 0.395

10 78.6 0.617

12 113.1 0.888

16 201.2 1.579

18 254.6 1.999

20 314.3 2.467

22 380.3 2.985

25 491.1 3.855

28 616.0 4.836


32 804.6 6.316

36 1018.3 7.994

40 1257.2 9.869

45 1591.1 12.490

50 1964.3 15.424

* Or its latest edition.

(ii) The joints or splices shown on the drawings or as directed by the Engineer-

in-charge shall not be measured separately. Mechanical couplings and

welded joints approved by the Engineer-in-charge, shall not be measured

for payment, in terms of length of equivalent lap joints. Cost of such lap

length is considered to have been loaded in rates quoted. Measurement of

length of bar will be measured and recorded as it can be seen on plan.

Payment for placing reinforcement bars shall be made at the rate tendered

thereof in the Schedule B. The rate shall include the cost of preparing

workshop drawings for reinforcement based on the construction drawings,

issued by the Engineer-in-charge.

(iii) Supporting chairs/separators prepared from MS or HYSD reinforcement

preferably of equal dia or as directed by the Engineer-in-charge shall be

measured and paid for as per the standard weights on the lines of payment

for reinforcing bars. Item No.44

Providing & fixing cement-Garden Bench Terrazzo make.

This item includes providing & fixing the cement - Garden Bench Terrazzo make,

standard make & quality available in the market as approved & directed by Engineer in charge.

It should be fixed at site of work as directed by the Engineer in charge.

Measurement & payment should be made in Nos. of Bench supplied & fixed as above.

Item No. 45

Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal

braces of 40x40x6 mm angle iron, 3.15 mm M.S. gusset plate at junction and corners 25mm dia

pully, 10x40x6 mmangle and T Iron guide rail, at top andbottom respectively with handles

stoppers and locking arrangement etc. including applying priming coat of red lead paint.

1. Mateirals

M.S. sliding shutters shall be fabricated as given in the description of them M.S. Sheets

1mm thick shall be fixed to the frame with riverts of weld as approved. The shutters shall be

provided with top and bottom guide rails of angles or T-iron as specified and 25mm dia steel

pulleys at this bottom guide black with steel pulleys at the top. The frame shall be riveted and or

welded and wherever iiveting shall bedone 3.15 mm gussets plates shall beprovided at the

junction.s

2.0 Workmanship

2.1 The shutters shall be single or double lead shutters as specified. The guide rails shall be

sufficiently long and continued along the wall on he both ends so that the sliding shutters

can rest against walls, living full opening when so required.


2.2 The gide rails shall be fixed to the floor by means of another bolts embedded in the

cement concrete floor. The steel section at the top shall be suitably supported from the

walls. Two channel section shall suitably fixed vertically below the extrame clamps in

the wall and flour to avoid the shutters from going out of the supports at the top and

bottom. A suitable clamping arrangement will be provided at other end of the opening.

2.3 All the adjoining work damaged while fixing shall bemade good to match the existing

work.

2.4 All members of the sliding shutter including T-iron shall be thoroughly cleaned of rust,

scales dust etc and given a priming coat of red lead before fixing them in position.

4.0 Mode of measurements & payment.

3.1 The slinding doors, shall be measured on sq. meter. The height of the shutters shall be

measured from out side to outside of shuters including vertical channels in sides. The

rate includes providing handles stopped and locking arrangement etc. complete.

3.2. The rate shall be for a unit of one sq. meter.

B. the rate shall includes the cost of preparing workshop drawings for reinforcement t

based on the construction drawings, issued by the Engineer in charge.

(iii) Supporting chairs/separators prepared from M.S. or HYSD/TMT reinforcement

preferably of equal dia or as directed by the Engineer in charge shall be measured and

paid for as per the standard weights on the lines of payment for reinforcing bars.

Item No.46 Edging with 2nd class bricks laid dry length wise incl excavation refilling

consolidation with hard packing & spreading nearly surplus soil within a lead of fifty mtrs.

Only bricks of one standard size shlal be used on this work. The size of conventional

bricks shall be 225x110x75mm. The bricks shall be hand or machine moulded & made from

suitable soils. They shall have smooth rectangular with sharp corners and shll be of uniform

colour.

Workmanship:- the bricks shall lood dry length wise including excavation of trench and

refilling consolidation with a hand packing and spreading nearly surplus earth. The unit cost of

Edging with IInd class bricks including labour & material.

Mode of measurement:- The payment shall be made by running meter measurement.

Item No. 47

Turfing lawn with fine grassing incl plugging dressing breaking clods removal of rubbish

dressing & supplying doobs grass roots of 10 cms apart incl supplying & spreading farm yard

manure at rate of 0.6 cum per 100 sq mtr

This item is a consolidated item with providing fine grassing including ploughing,

dressing. The grass roots shall be at a distance from apart from each other with farm yard

manure at rate of 0.6 cum per 100 sq.m.

The studge farm yard manure shall be a good quality. This item is based on the area to be

developed.

Mode of measurement:- The payment shall be made on sq.mt. basis.


Item No.48

Planting permanent hedges incl digging trenches 60 cms width & 45 cm deep refilling

the excavated earth mixed with farm & manure supplied at the rate of 4.65 cum per 100 sqm &

supplying & planting hedges plant 30 cms apart

Planing and maintaining of permanent hedges is a consolidated item/

Planting shall be made including digging of trenches 60cm wide and 45cm deep.

including refilling the excavated earth mixed with farm yard manure.

The Farm yard shall be supplied at the rate of 4.65 cum epr 100 meters and plants shall

be supplied at 30 cm apart.

The item consists of material including all labour.

Mode of measurement:- {ayment shall be made on running meter basis.

Item No.49

Collecting carting & stacking selected soil on site of work incl filling ------ at std

size etc completed

It shall be of good quality shall be clean of blinding quality and of approved quality

obtained from approved quarries.

Mode of measurement:- Payment shall be made on cubic meter basis.

Item No.50

Spreading blundges or road crust filling the gaps in matter & leveling to gradiant &

chamber as directed

1) Selected soil:

These item is only for spreading the selected soil as directed by engineer in charge.

Payment shall be made at cum basis.

Item No 51

Providing collecting carting & stacking big chhara on road site incl filling boxes & spreading the

same to the required grade and camber as directed.

The chhara shallbe of good bricks broken during the manufacturing process. It shall be

clean & free from dust.

Mode of measurement:- Paymnt shall be made on cu. meter basis.


Item NO. 52

Providing and laying Brick on edge flooring laid dry grouted with CM 1:6 incl

finishing the joints , curing etc completed.

1) Materials: Relevant provisions of cement, sand & brick (conventional size)

in “section 2” and for the cement mortar is in section 3

2) Workmanship: The flooring shall be laid on earth The earth below shall be properly

sloped, watered, rammed & manually consolidated. Before laying the flooring it should be

moisture.

2.2) Laying: The brick shall be laid in plain diagonal horning bond or other patterned as

directed. The brick shall be dry and laid properly and set home by gentle tapping. On

completion of flooring the vertical joints shall be ground with cm1.6 and all joints shall be

finished flush. The joints shall be as fine as possible & not exceeding 5mm. These joints

shall be filled with cement mortar 1:6.

2.3) Curing: The brick paving shall be cured for seven days.

2) Mode of measuring & payment:

3.1) The length & breadth shall be measured correct to a cm. No deductions shall be made

nor extra paid for any opening upto 0.1 sq mtr in area in the floor. Nothing extra shall

be paid for the laying of floors at different levels.

3.2) The payment shall be made on sq mtr basis. The rate shall be for a unit of one sq mtr

Item No. 53 Providing and fixing country wood needles of 5 cm thick with iron strips to all

sides 45 mm with wide with all fixtures & fastening incl coal tarring 3 coats & fixing chain for

locking arrangement etc complete.

1) Country wood planks 5 cm shall be country wood approved quality by the exe3cutive

engineer or his authorized agent the work shall be as per specification I.P.38 & 39

P.W.D. H.B. Vol. No. 1949 edition. The needle shall be fixed with M.S. on strips on all

sides 25 mm wide with lifting red at top. The strips should have holes at 3” interval at

keep open stability.

2) The rates include for providing & fixing approved fixtures & fastening as per instruction

of engineer-in-charge. Also includes coal to wood works & materials, 3 coats to iron

work. The rates include for fixing chain with locking arrangements. The work shall be

carried out as per design & instruction to the entire satisfaction of the engineer-in-charge.

The measurement shall be paid on square meter basis.


Item No. 54 :- Desilting of canal/dam with lead upto 50 meter including dewatering if any required of following depth etc. complete as directed. FOR DRY CONDITIONS For canal above (500 cusecs) 14.17 cumes For canal above (250 to 500 Cusecs) 7.0 to 14.17 cumecs For canal above (20 to 250 Cusecs) 0.56 to 7.00 cumecs For canal above (20 cusecs 0.56 cumes. 1.0 Scopr of work : The item includes desilting of canal/drain with lead upto 50 Mt. incl. dewatering if any required for all lift. (a) Providing protective meausres for work labour etc. (b) Excavation the excavated materials upto specified lead and lift spreading in uniform layers as desired directed. (c) Providing all labour, aterials equipment and tools required for satisfactory completion of the work. 2.0 General 1.1 The work includes clearing the site of approach road or area of tanks and the borrow pits area of all trees brush wood, bushes headges and any other objectionable materials. The roots of the trees shall be grubbed to a depth of 30 cm. below ground level. 1.2 The ground of the existing bund on which banking is tobe done shall be cleared of water by diversion dewatering etc. and made dry. The ground shall then be ploughed deeply, before any materials is placed on it. In case existing bank, benching shall be done before raising, benches shall be of suitable dimensions, approved by Engineer-in-charge. All benches shall be got approved before new earth work is keyed in to them No. extra payment shall be made for such works. Holes, depressions, rain cuts etc. shall be filled before the layers for bank work etc. started. 3.0 Setting out : 2.1 After the site is cleared, setting cut shall not be laid down on the plants and will be carried out as per instructions of the Engineer-in-charge and profiles shall be created accordingly. The contractor shall provide all labour and materials for setting of such as lime, strings, bamboos, pegs, pail etc. required for setting out and also for setting up bench marks, erecting profile and fixing such other marks as per necessary for satisfactory completion of the work. The contractor shall be responsible for the proper maintenance of all these during the currency of the contract. The materials obtained from clearance shall be the properly of the Government and shall be disposed off in a manner specified by the Executive Engineer. Borrow pits :


3.1 The borrow pits shall be located as shown on plan or directed by Engineer in charge, where the existing borrow pits are tobe used. The same shall be cleared of water by diversion, dewatering etc. 3.2 The borrow pits shall be regular in shape and shall not be very deep. 3.3 No extra rate shall be admissible for excavation done in borrow pits in wet strata unless specially mentioned in the contract. 3.4 The contractor shall obtain materials for borrow pits from departmental land or unless specially allowed in writing bring it from private lands by the Engineer in charge. In such cases, the contractor shall make his own arrangement and be responsible for payment of rents compensation for the land so used and he shall not be entitled for any extra claim. The departmental shall remain indemnified regarding any claims that may be made by the private owners in that respect. 3.5 All temporary foot paths, steps or haul roads etc. required for the purpose of conveying materials shall be constructed and maintained by the Contractor at his own expenses. 4.0 Embankment: The quantity of soil, excavated from the canal shall be used in embankment, if soil is suitable for it as per instruction of Engineer in charge.

4.1 All materials obtained from borrow pits area shall be placed in successive horizontal layers of 13cm to 20cm depth extending to full width of the embankment including the slopes at the level of particulars layers with suitable allowance for shrinkage for an about 15 cm more on both sides for facility of proper compaction. This extra section shall be trimed later after completion of bank work without any extra cost to leave the correct section fully compacted. 4.2 No fresh layer shall be laid until the previous layer is properly compacted (where specified) this item does not include rolling. 4.3 The bank is tobe constructed evenly to the fully section of the set out. The embankment shall be finished and dressed smooth and in continuity with the alignment, levels cross section and dimensions shown on the drawing or as instructed by the Engineer in charge. The land width shall be cleared of all details or any other extraneous materials and restored to its original condition. 4.4 The contractor shall be responsible for maintaining the bank at his own cost till the work is finally completed. The department shall not be responsible for any damage due to any reason that over till the work is completed in all respect and written certificate that work is completed in all respects issued by the Engineer in charge of the work. 4.5 If the borrow pits get filled up due to rain water and no space is left for excavation the contractor shall be excavation from these borrow pits after resorting to pumping for which no extra payment shall be made. 5.0 Mode of Measurement and Payment :


5.1 Running measurements shall be paid on actual measurement of borrow pits with a deduction of 15 % of the quantities arrived, at nd shall bepaid for the materials actually put on embankment. If for any reasons running measurements cannot be paid on borrow pits meausrement work also be paid as per the actual average cross sections of work done of the bund with deduction of 15 % of the quantities if measurements are taken before monsoon and with deduction of 10 % of the quantities if the measurements are taken after one monsoon however the work costing below Rs. 5,000/- shall be paid on borrow pits measurements. 5.2 Final measurement shall be taken on cross section measurements of the complete bank after clopes etc. and trimmed for this purpose initial levels shall be taken before the work is started. The initial levels shall be taken at interval of 60 meters or at close intervals at cross section and all other places as directed by the Engineer in charge of the work. The points were original cross sections are taken shall be marked by two permanent reference marks just near the land width to facilities taking off final cross section at these same points the initial levels as entered in the field book shall have tobe signed by the contractor or authorised representative before the work is started and these shall be the basis of measurements final levels shall also taken after the work completed. However this mode of cross section measurement shall apply to works, costing more than 10,000/- for works below Rs. 10,000/- it shall be on borrow pits meausrements. Item No. 55 : Removing and destroying the thick "Gha Bajariya" from the canal drain bed under water pool including cutting, carting if away as directed nad burning the same etc. complete for all lead & lift. FOR CANAL (a) Canal having 500 cusecs capacity and above (b) Canal having 500 to 250 cusecs capacity and above (c) Canal having below 250 cusecs capacity. 1. The work is general shall includes all labours to cut down and removing through gha bajaria para grass Typhgrass overigrss weeds and other vegetative growths from canal bed and or side slopes of banking including disposing of the stuff outside the canal boundry including working in mud and slushny soil and water in such water in such a way that there should not be obstruction to canal water flow., 2. Before, commencement of the work, the canal bed shall be marked with pegs firmly driven in to the ground at the interval of 30 mt. paralled to the canal centre line. 3. Entire work shall be carried out to the complete satisfaction and as per the direction of Engineer in charge. 4. Whole removed growth shall be disposed off out side the canal boundry or stacked as directed by Engineer in charge and shall be destroyed. 5. The terms includes all labour, tools, plants and any other mechanical devices required for removing the said growth including removal and disposal.


6. This work is required to be done in peculia time. Hence work should be completed within the canal closure period or during flowing canal conditon as per requirement. Other wise the penalty action will be taken. The rate for this item shall be paid on KM (Kilometer) basis for the work done. Item No. 56 Providing & Fixing in possition, M.S. steel gate including all necessary hoisting arrangment as per approved design & drawing including two coats of approved oil paint & one coat of anti-corrosive oil paint etc. complete. The steel gate shall be provided by the Contractor and fixing of the gate shall be done as per detailed drawing and as per the instructions of the Executive Engineer or Engineer-in-charge. All steel component to be used for erecting the gate shall be of relevant ISI mark. The concrete used for fixing, shall be 1:2:4 i.e. one part of cement and two parts of sand and four parts of crushed metal. The specification for materials as laid down under General Technical Specification shall be applicable in this item. While fixing, if any damage occurs to mansonry work which shall have to be rectified by the contractor at his own cost. Paint shall be of approved quality. Minimum one coats of anticorrosive paint shall be given to steel work. The work shall be done to the satisfaction of the Executive Engineer or Engineer-in-charge. Mode of measurement and payment. The measurements and payment shall be made in square meter basis of completed work. Item No. 57 Providing & fixing I.S.M.C. channel of 100mmx100mm size for needle groove in checkdam body wall, incl. placing in plumb with necessary hold fast & three coats of red oexide etc. complete. The work includes all materials, cutting, welding fixing in structure incl. applying 3 coats of red oxide or oil paint as directed by the Engineer in charge. The 100x100 mm channel shall be so prepared that, Two channels of 100 mm x 50 mm shall be welded as directed by Engineer in charge. The channels shall be of I.S.M.C. 100 x 100 mm incl. relevant parts shall be as per I.S. standard. Cuttig arranging welding & all job work shall be done as per general technical speciation. The channels shall be fixed in structure with hold fast in plumb for effictive operation of gate or needles as directed by Engineer in charge.


The payment shall be made on unit weight of Kg. Item No. 58 :-Supplying & laying trap rubble stone of upto 10 Kg in weight for toe and core filling incl. conveying & stacking to required line, level slope section incl. all lead & lifts conveying materials from stocks & laying etc. complete. The stone shall be of the specified variety such as granite/quarzite or any other type of good hard stones. The stones shall be obtained only from the approved quarry and shall be hard sound, durable and free from defects like cavities, cracks, sand holes, flows, injurious viens, patches of loose or soft materials etc. and weathered portions other structural defects or imperfections tending to effect their soundness and strength. The stones with round surface shall not be used. The percentage of water obserption shall not be more than 5 % of dry weight when tested in accordance with I.S. 1134-1974. The minimum crushing strength of the stone shall be 200 Kg/sq.cm. unless otherwise specified. The rubble shall be laid as directed by Engineer in charge. The rubble shall be supplied on site of work and stocked properly for measurement

before use. The measurement shall be paid on cm basis.

Item No. 59 :- White washing walls and ceilling with lime on undecorated wall

surfaces (two coats) to give an even shade including thoroughly brooming the

surface to remove all dirt, dust, mortar drops and other foreign matter.

(I) Material:

(i) The clear calle shall be made from glue & boiling water by mixing 1 Kg

mixture shall be suitable linted whererequired for use under coloured

distempered if directed. Glue shall be confirm to I.S. 852- 1960.

(ii) Lime used shall be freshy burnt class 'c' lime (fat lime) and white in colour

confirming to IS 712-1973.

(iii) Relevent provision in "Section-2" materials for water.

(iv) Pigment colours not affected by lime shall be used in preparing colour wash.

(II) Workman ship:

(i) Surface already white or colour. The fat lime shall be stacked at site and

shall be mixed &stirred with about five litre of water for 1 Kg. of unslacked

lime tomake a thin cream. This shall be allowed to stand for a period of

24hours and shall be screened through a clean course cloth. Small quality of

colour pigment added to the last two coat of colour wash. Solution and the

whole solution shall be stirred throughly before used.

(III) Proportion of surface:

117


(i) Surface shall be thoroughly cleaned of all dust, dirt, mortar cropping & other foreign

matter before colour wash tobe applied.

(ii) The surface spoiled by smoke soot shall be scraped with steel wire brushed or

steel crappers or shall be rubed with over burnt surkhi or brick bats. The surface shall be

then broomed to remove all the dust, dirt and shall be washed with clean water.

(iii) Oil or grease spots shall be removed by suitable chemical & smooth surface shall be

rubbed with wire brushes.

(iv) All unnecessarynails shall be removed, thehole, cracks patches etc. shall be made good

with material similar in composition to the surface tobe prepared.

(IV) Wherever scaffolding is necessary if shall be erected in such away that as far as possible

no part of scaffolding shall rest against the surface tobe white or colour washed. A

properly secured strong & well tied suspended platform (Zoola) may be used for colour

washing. Where ladders are used pieces of old gunny begs shall be tied at top bottom to

precast scratches the floors & walls. For white or colour washing of ceilling prepare

stage scaffolding shall be erected where necessary.

(V) Application of white wash or colour wash:

(i) On the surface so prepared the white or colour wash shall be applied with "Moon" brush.

The first stroke of the brush from top todown works. another from bottom to upword

over the first strocke and similarly on stroke from right & another from the lef, over the

first stroke brush before it dries. The swill from one coat. Each coat shall be allowed to

dry before next coat is applied. Number of smooth and uniform finish free from brush

markes and it shallnot where off easily when rubbed withfinger.

(ii) Splashing and dropping it any on the doors & windows, Ventilators it shall be removed

&the surface cleaned.

(VI) Mode of Measurement & payment:

All the owrk shall be measured in decimal system.

(i) Dimension shall be measured the nearest 0.01 m.

(ii) All the work shall be measured in Square meter.

(iii) RThe rate shall be for a Unit of one Sq. meter.