1

Summary item no. 7 : Abstract of cost : Construction of Platform shelter S. No 1 2 3 SOR , Description of work 96 Item No 102 Earth excavation 109 Extra for excavation 115 Filling watering ramming etc. Sub -Total Add 285.85 % on SOR 4 5 6 7 603/b 630 636/f 637/f cost Qtl Kg Qtl Qtl cost 1 242 1 1 1 1 Unit Per Rate Qty Amount

Cum Cum Cum

1 1 1

11.15 1.2 3.35

385 385 200

4292.75 462 670

5424.75 20931.00 1302.95 600.00 15.15 7.4 15.9 770.00 600.00 600.00 781770 11665.5 4440 9540

Steel work welded in builtup section Supply & fixing lewis bolt Extra for priming coat Extra for painting Sub -Total Add 370.78 % on SOR

807415.5 3801151.00 18 4356

8

1114

C.C 1:3:6 in ( cement & coarse Cum sand ) Sub -Total Add 391.53 % on SOR cost Total of SOR

4356 21411.00 3843493.00

SE/C/Estimate

SSE/C/W

XEN/C/LKO

1

7- Analysis of cost of Platform Shelter ( BOY-3No,PRF-2No,KEH-1No,SWPR-1No,CHH-1 No, )

S.N Description of work o

Unit

Per

Rate

Quantity

Amount

1 Cost of SOR-1996 items 2 Cost of Non schedule items Total Cost of PF Shelter Cost per PF Shelter

3843493.00 8779629.35

12623122.35

1577890.00

7- Details of NS items ( Platform Shelter ) SN Description of work 1 Unit Rate 693.26 Qty 865 Amount 599669.9 Authority LARs of

Supplying & utilizing Qtl Portland Puzzolona Cement ( PPC) of approved make conforming to relevant IS specifications over all items of Northern Railway SOR-1996 and NS items as per cement factor for SOR & NS items. The rates shall be inclusive of all leading, loading, & unloading the cement into the contractors site godown and further handling, re-handling etc. from godown to site of work including all taxes, testing , royalty etc

SE/C/Estimate

SSE/C/W

XEN/C/LKO

2

2

Providing and fixing Bamboo Sqm Mat Corragated roofing sheet ( BMCS) 3.5 - 4 mm thick sheet under Brand name of ( Timpack Greengold ,Meghalayas conforming to ISI ; 15476 - 2004 ) fixed with galanized iron J or L,hooks ,bolts 8 mm dia. G.I plain bitumen washers complete excluding the cost of purlins,rfters and trusses. Mass Cement Concrete with M- Cum 20 / M-25 or any other approved mix using cement, coarse sand of approved quality and mechanically crushed stone chips 20 mm. & down gauge in foundations etc. as per approved plan for all height & depth including cost of shuttering, centering, scaffolding, uncoiling, straightening, cutting ,placing and keeping in position distribution reinforcement including cost of binding wires ,mechanically mixing and vibrating of concrete, curing of concrete for a specified period, rendering and finishing the exposed surface of concrete with carborandum stone and fixing holding down bolts in position with all labour and material, as a complete job as per specification. . Note :-( Cement & Steel required for the work shall be arranged by the contractor at his own cost and payment shall made separately Fabrication of Pf Shelter MT

1100.00

2580.00

2838000

3

4629.45

201

930519.45

4

110391

30.00

5

Erection of Pf Shelter

MT

36657.00

30.00

3311730.00 As per Sanctioned Rate of NR Bridge Work 1099710.00 shop/ LKO do

Total

8779629.35

SE/C/Estimate

SSE/C/W

XEN/C/LKO

3

Summary item no. 8 : Abstract of cost : Construction of approach road , 1920Sqm S. Description of work No 1 Cost of SOR items NS Items 2 Earth work in filling in embankment, platforms and trolley refuges etc. with contractors own earth excavated from out side Rly boundary, as per RDSO latest guide lines and specification and special conditions of contract including all lead, lift, asce Unit Rate Qty Amount 35.00 Cum 89.23 600 53538 Vettedd T.S at Lalganj NS-2 Authority of rates

SE/C/Estimate

SSE/C/W

XEN/C/LKO

4

3

Extra for mechanical compaction of earth work in embankment in 40 - 60 cm layers as per direction of Engineer in charge, with contractors own equipment and suitable vibratory roller ( 10 /12 Tone capacity ) optimum moisture content to derived density as

Cum

10.31

600

6186

do NS-3

Total Cost per sqm

59759 195.93

21 Supplying & fixing deep well Each type India mark-II, hand pump with all accessories or similar as per IS-950 -100 mm. dia complete up to 50 M depth with all necessary such as conducting geophysical survey and investigation, yield test with 90 degree V- notch

27150.49

4

108601.96 Vetted T.S at 148 Km doubling

arranged by the contractor with circular cement concrete 1:5:10 platform 100 mm. thick base of 6 feet dia with 12 mm. dia plastering and drain as per direction of Engineer in charge disinfection of hand pump including curing of concrete for a specified pe

SE/C/Estimate

SSE/C/W

XEN/C/LKO

5

22 Rebate for dismantling of duty Sqm hut consisting of brick masonary,RCC,/JACK Arch roofing etc in superstructure and foundation with contractors own labour and equipments including all lead ,lift disposal of debreis outside railway land, Released materials sh

-96.85

16

-1549.6 Vetted T.S at LXing No-218 A

23 Providing and laying NP-4 RCC Hume pipes 460 mm dia as per RDSO Drg. No.B-1609 R1 in bridges with flush type joints /other type of jointing & joined with 1:2 ( cement and coarse sand and jute ) mortar including testing of joints as a complete job. Note

Mtr

2253.2

27

60836.4 Vetted T.S at 148 Km doubling

24 Providing & fixing pre cast Each conc. Reinforcement benches ( chair type benches with back rest ). The bench consists of 2 nos & shape base support in given cement coloumn at thickness 100 mm back height 100 mm front height 450 mm basic width 620 mm and 05 no

6044.6

16

96713.6 division

25 Dismantling of exiting Cum masonary , Brick work ,CC ,RCC strauctures by maehanical / mannual means as per direction of site engieer & deposing dismantled material by contractor at his own cost 32 as designted costruction malwa Cum Removal of dumping places. with all leading, loading and throwing with all labour as directed by site engineer.

490.58

10

4905.8 division

78.87

100

7887.00 Divison

Total

SE/C/Estimate

SSE/C/W

XEN/C/LKO

2- Structural Engineering Works - Permanent WayName of work : Lohta-Bhadoi section - Doubling between the section ( 39 Kms )( PB Item no 29 / 09-010)

1

Summary of cost:S. No. Head of Account Cash Store Total

I Cost of Rails II Supply of P. Way material other than rails III Laying of track IV Supplying , stacking & putting of track ballast

0 0 66703732 139201391 0

297926280 260800935 1095640 0 0 559822855.4

297926280 260800935 67799372 139201391 0 765727978

Total I - Cost of Rails :S.N o. Description of work Unit Cash 1 Main line Track , 60 Kg rails on 39 Km track length MT0

205905123

765727978 Rate Store58811

Qty Total58811 4680

Amount Cash0

Store275235480

Total275235480

2 Loop line track, 52 Kg ( SH) rails on 6.0 Km track length ( 6 X 726 X2 ) Mtr = (7700 Mtr X 51.89 )/1000=480MT 3 Siding track, 52 Kg ( SH) rails on 1.0 Km track length 4 Guard rails 52 Kg ( SH) Sub- total

MT

0

38200

38200

480

0

18336000

18336000

MT

0

38200

38200

104

0

3972800

3972800

MT

0

38200

38200

10

0 0 0

382000 297926280 297926280

382000 297926280 297926280

Total

II Supply of P. Way material other than railsNS .N o. Description of work Unit Cash 0 Rate Store 1780 Total 1780 65680 Qty Cash Amount Store Total

1 Cost of 52/ 60 Kg PSC Each sleepers with fitting

0 116910400 116910400

2 Cost of Turn out on PSC fan shaped sleeper with fitting 52/ 60 Kg complete. I 1 in 1.2 II 1 in 8.5 Set Set 0 1797300 1541100 1797300 1541100 55 10 0 0 98851500 15411000 98851500 15411000

3 Cost of Trap on PSC sleeper 52/60Kg complete with fitting.

Set

0

251500

251500

10

0

2515000

2515000

SE/C/Estimate

SSE/C/P-Way

XEN/C/LKO

4 Glued joint

2

I 60kg

Each

0

30400

30400

380

0

11552000

11552000

II 52kg

Each

0

26500

26500

120

0

3180000

3180000

5 SEJ on psc sleeper 52/60 Kg complete with fitting.

I 60kg II 52kg 6 Fish plate with nut & bolt I 60kg II 52kg

Set Set

0 0

139000.0 124900.0

139000 124900

27 5

0 0

3753000 624500

3753000 624500

Pair Pair

0 0

2110 1745

2110 1745

2000 300

0 0

4220000 523500

4220000 523500

7 Cost of P. Way material

i

Joggled fish plate 60/52 Nos kg

0

986

800

0

788800

788800

iii Combination fish plate 60 SET kg / 52 kg

0

5929.05

5929.05

150

0

889358

889358

iv Combination fish plate 52 SET kg/90R

0

4515.21

4515.21

200

0

903042

903042

v

MS clamp for 60 kg SET joggled fish plate

0

311

311

500

0

155500

155500

vi MS clamp for joggled fish plate

52

kg SET

0

311

311

300

0

93300

93300

vii ERC J clip T-5158

Each

0

48.25

48.25

2500

0

120625

120625

8 Supply of different sizes of Nos bolts with hexagonal nuts as per requirement at site and as per direction of engineer in charge.

0

38.5

38.5

5000

0

192500

192500

Provision of inspection charges ( 1% of sleepr cost ( item no-1 to 4 )

116910.4

116910.4

SE/C/Estimate

SSE/C/P-Way

XEN/C/LKO

Sub- total

0 260800935 260800935

3

Total

0 260800935 260800935

III- Laying of track:NS. No. Description of work Unit Rate Qty Amount

1 Laying of track (a) b) Laying of loop line ( 5000 Mtr ) 2 Extra to item no1( This item is cutting and levelling ,formation of new bank surface upto 15 cm from the original ground level upto required level. 3 Linking of turn outs in other than r/ track i 1in 12 ii Trap iii 1 in 8.5 4 Linking of turn outs in r/ track i 1in 12, 60 Kg ii 1 in 8.5, 60 Kg iii 1in 12, 52 Kg iv 1 in 8.5, 52 Kg 5 Dead end 6 Two round of mannual through packing i Track ii 1in 12 turn outs iii 1 in 8.5 turn outs iv Trap 7 Third round of mannual through packing i Track

T. Km T.Mtr Cum

Cash Store 215000 215.00 64.5

0 0 0

Total 215000 215.00 64.5

Cash 38 5000 6608170000 1075000 42570

Store 0 0 0

Total8170000 1075000 42570

Set Set Set

50525 10750 39775

0 0 0

50525 10750 39775

37 10 8

1869425 107500 318200

0 0 0

1869425 107500 318200

Set Set Set Set each

53750 43000 53750 43000 7525

0 0 0 0 0

53750 43000 53750 43000 7525

18 2 0 0 4

967500 86000 0 0 30100

0 0 0 0 0

967500 86000 0 0 30100

T. Km Set Set Set

53750 10750 6450 2150

0 0 0 0

53750 10750 6450 2150

44 55 10 10

2365000 591250 64500 21500

0 0 0 0

2365000 591250 64500 21500

T. Km

10750

0

10750

44

473000

0

473000

SE/C/Estimate

SSE/C/P-Way

XEN/C/LKO

ii iii iv 8

1in 12 turn outs 1 in 8.5 turn outs Trap Complete item rate for TTM

Set Set Set T. Km

2150 1403.31 512.6 13478.76 6509.62 9.6 37.63 69.87 2537 1075 752.5 1963.37 65575 2.04 43 1.07 1.07 37625 4897.32 5189.96 830.19 1586.42 85.38 118.12

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2150 1403.31 512.6 13478.76 6509.62 9.6 37.63 69.87 2537 1075 752.5 1963.37 65575 2.04 43 1.07 1.07 37625 4897.32 5189.96 830.19 1586.42 85.38 118.12

55 10 10 47 47 44000 8300 2750 520 340 28 64 4.2 307500 9390 307500 129000 5 20 18 2 6 500 400

118250 14033 5126 633502 305952 422400 312329 192143 223600 365500 21070 125656 275415 627300 403770 329025 138030 188125

0 0 0 0 0 0 0 0 1095640 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

118250 14033 5126 633502 305952 422400 312329 192143

4

9 Third round packing of TTM T. Km 10 11 12 13 Consolidation of track Drilling holes Cutting rails Manufcturing check rail TM Nos Cut Mtr Each Each Each T. Km Nos Sqm Each Each Each Set Set Set Each

1319240365500 21070 125656 275415 627300 403770 329025 138030 188125

430

2107 2414880

14 M/F Rail post 15 Provision of RDSO joints 16 M/F fauling mark 17 Dismantling of track 18 Applying soft grease 19 Painting of rails 20 Extra rate for painting ERC 21 Extra rate for painting Liner 22 Providing sand hump 23 Dismantling point & Xing a) Turn out 1 in 12 b) Turn out 1 in 8-1/2 c) Trap points d) Dead end

97946 93419 1660 9519 42690 47248

97946 93419 1660 9519 42690 47248

24 Casual RR TM 25 Replacement CST-9 non Each running track with deep screening 26 Replacement CST-9 running Each track 27 Dismantling pucca road 28 Dismantling CC/RCC 29 TRR 30 Lifting of track i ii upto 450mm upto 750mm TKm TKm Mtr cum cum TM

86 125.75 215 26.72 171695.88 286160.03 103.98

0 0 0 0

86 125.75 215 26.72

400 70 35 3000 1 1 12000

34400

0 0 0 0 0 0 0

34400

8803 7525 80160

8803 7525 80160

0 171695.88 0 286160.03 0 103.98

171696 286160 1247760

171696 286160 1247760

32 Providing fencing 33 Leading P.way materials a) Upto 1 km(1X27500) b) 1 to 5 km(4X27500) c) 5 to 20 km(15X27500) d) 20-50 km (30X27500) e) 50-100 km(50X27500) f) 100-200km(100X27500) g) 200-500 km(300X9000) h) Over 500 km(650X9000)& UPTO 1300Km 34 Unloading & Stacking of Rails 35 Unloading Welded Panels 36 M/Supply of caution indicator 37 M/Supply of dead stop caution indicator board 38 M/Supply of termination indicator 39 M/Supply of speed indicator board 75 KMPH 45 KMPH 30 KMPH 20 KMPH 40 M / Supply of W/L & CEE/ FAA a) W/L board b) CEE/ FAA 41 Extra for fixing board 42 Extra for fixing board in ground on cess 44 Destressing of track 45 Deep screening 46 Slewing of track

MTKm MTKm MTKm MTKm MTKm MTKm MTKm MTKm MT MT Nos Nos Nos

123.2 10.03 4.7 2.61 1.65 1.43 1.43 1.43 93.28 106.37 2581.38 2581.38 3623.14

0 0 0 0 0 0 0 0 0 0 0 0 0

123.2 10.03 4.7 2.61 1.65 1.43 1.43 1.43 93.28 106.37 2581.38 2581.38 3623.14

27500 110000 412500 825000 1375000 2750000 2700000 5850000 1536 3840 12 12 24

3388000 1103300 1938750 2153250 2268750 3932500 3861000 8365500 143278

0 0 0 0 0 0 0 0 0 0 0 0 0

3388000 1103300 1938750 2153250 2268750 3932500 3861000 8365500 143278

27011050

408461 30977

408461 30977

30977

30977

86955

86955

Nos Nos Nos Nos

1318.35 1318.35 1318.35 1318.35

0 0 0 0

1318.35 1318.35 1318.35 1318.35

12 12 12 12

15820 15820 15820 15820

0 0 0 0

15820 15820 15820 15820

Nos Nos Nos Nos Tkm TM

1659.46 1659.46 905.96 192.74 11328.14 97.91

0 0 0 0 0 0

1659.46 1659.46 905.96 192.74 11328.14 97.91

44 44 184 184 38 1000

73016 73016 166697 35464

0 0 0 0 0 0

73016 73016 166697 35464

430469 97910

430469 97910

SE/C/Estimate

SSE/C/P-Way

XEN/C/LKO

i ii

Upto 60cm upto 140 cm

TKm TKm TM

58066.84 95161.54 188.29

0 0 0

58066.84 95161.54 188.29

0.5 0.5 80

29033 47581 15063

0 0 0

29033 47581 15063

5

47 Manufcturing Guard Rails 48 Thermit welding of rail joints a) 52 Kg b) 60 Kg c) 90 R 49 Flush welding of rail joints

each each each each

1475.94 1535.69 1427.5 1967.25 10750

0 0 0 0 0

1475.94 1535.69 1427.5 1967.25 10750

1020 1510 150 4923 114

1505459 2318892 214125 9684772 1225500 66703732 66703732

0 0 0 0 01095640 1095640

1505459 2318892 214125 9684772 1225500 67799372 67799372

50 Maintenance of track ( 3X38 T/Km/ ) month Month s Sub- total Total

67799372

IV - Supplying , stacking & spreading of track ballast :S.N o. Description of work Unit Cash Rate Store Total Qty Cash Amount Store Total

1 Supplying, loading, leading & unloading of 65 mm gauge hard stone machine crushed ballast, on LWR , PRC sleepers @ 2158 Cum per Km ( as per para 263 , annexure 2/11 of IRPWM2004). While calculating the Qty 8 % shrinkage has been added in the Qty orked out from table . Main line Track , 300 mm cushion ( @ 2158 Cum / T. Km) ii Loop line track , 250 mm cushion ( @ 1954 Cum / T. Km) iii Siding track, 200 mm cushion ( @ 1167 Cum / T. Km) on fish plated track iv Turn outs ,1in12 v Turn outs ,1in 8.5 vi Extra ballast for curve portion vii Trap Points Sub total 2 Loading ,leading, unloading and spreading of ballast on new banki Upto a lead of 200 mtr ii Extra lead above 200 mtr to 500mtr i Cum1512.67 0 1512.67 69055 104457427 0

No-618A/Cs/Dy.CE/ C-I/LKO dated 04.03.09 ,9 month escalation @ 3.75%

104457427

Cum

1512.67

0

1512.67

9770

14778786

0

14778786

Cum

1512.67

0

1512.67

1167

1765286

0

1765286

Cum Cum Cum Cum

1512.67 1512.67 1512.67 1512.67

0 0 0 0

1512.67 1512.67 1512.67 1512.67

5500 1040 284 400 87216

8319685 1573177 429598 605068

0 0 0 0

8319685 1573177 429598 605068

Cum Cum

75.25 18.27

0 0

75.25 18.27

87216 20000

6563004 365400

0 0

6563004 365400

SE/C/Estimate

SSE/C/P-Way

XEN/C/LKO

iii Extra lead above 500 mtr to 1 Km iv Extra lead above 01 Km to 5 Km Sub - Total

Cum Cum

26.87

0

26.87

8000

214960

0

214960

6

32.25

0

32.25

4000

129000 139201391 139201391

0

129000 139201391

Total

0

139201391

V - Road Crossings including FOB/ ROB/ RUB at stations and other places.S.N o. Description of work Unit Rate Qty Amount

Cash 1 Road metalling including premix macadems in level xings & approaches of level xings. Sqm330

Store0

Total330 0

Cash0

Store0

Total0

2 Shifting of existing rail posts Each with lever / lifting barrier etc 3 Provision of new check rails with check blocks etc, 52 kg 4 Provision of gate lodges 5 Provision of duty huts 6 Providing F.O.B. ( Foot over Bridges ) 7 Dismantling of cabin P/F etc may be shown Sub - Total Each

30258

0

30258

0

0

0

0

3905

17985

21890

0

0

0

0

Each Nos Sqm L.S

531769 95524 20149

0 0 0

531769 95524 20149

0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

TotalAuthority of rates : As per rate of DE + 10 % Escalation

SE/C/Estimate

SSE/C/P-Way

XEN/C/LKO

Summary of Detailed Estimate Name of work : Lohta-Bhadoi section - Doubling between the section ( 39 Kms ) 09-010) S.N o. 1 2 3 4 5 6 7 Description of work Unit Rate Qty Cash

( PB Item no 29 /

Store

Total

Structural Engg Works Formation Structural Engg Works - P. Way Structural Engg Works Bridges Structural Engg Works Station buildings Structural Engg Works Equipments, plants & machinery Dismantling work Suppling & fixing of 150 mm CC blocks with all labour and material as a complete job Cost of PF Shelter Construction of Qtrs Sub - Total

KM

#REF!

38.72

#REF!

0

#REF! 765727978 76915163 76024028 891135 31148260.1 #REF!

205905123 559822855 Mtr 519697 148 76915163 31148260.09 L.S KM 233177 38.72 8355 4208041 9028613 11070375 0 0 0 0

4208041 76915156 9028613 11070375

Sqm 1325

8 9

1577890

8

12623120 14032738.10

0

12623120 #REF! #REF! #REF!

0 14032738.1 #REF! 297926280

#REF! 559822855 #REF! 0

10

General charges establishment Charges @ 6.43 % Sub - Total Contingencies @1% Total Cost of Civil Engg.

#REF! 559822855 #REF! 5598229

#REF! #REF! #REF! 30371083 153572878 #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF! #REF!

#REF! 565421084 28944963 72734401 1426120 80838477

11 12

Cost of Electrical Portion Cost of S &T Gross Cost Portion

#REF! 647685682 0 #REF! #REF! #REF!

13

Less for C.R.R.M. Net Cost

SE / C / Estimate

AXEN/C /LKO

Dy CE/C/I/LKO

Ballast 50 Kg Rail Sleeper Welding SEJs Fitting of SEJs Gluid joints ( 6X24 ) Fabrication of Gluid Joints Turn out 1 in 12 Turn out 1 in 8.5 Structural Engg Works Bridges Structural Engg Works Station buildings

Structural Engg Works Equipments, plants & machinery Laying for CTR Laying charges for trun out on 1in 12 Laying charges for trun out on 1in 8.5 Dismantling work Cost of check rail Suppling & fixing of 150 mm CC blocks with all labour and material as a complete job Cost of PF Shelter Cost of 6 loop lines including laying charges

Schedule -7,8,9

5- Structural Engineering Works - Equipment , Plant & MachineryName of work : Lohta-Bhadoi section - Doubling between the section ( 39 Kms )( PB Item no 29 / 09-010)

Summary of cost S.N o. Description of work Detailed Head Sub Heads

5- Equipment , Plant & Machinery 1 A- Plant & Equipment 2 B- Misc. Plant & Equipment and office equipment S.N o. Description of work APlant & Equipment for Civil Engg deptt. 1 Tools and plants for P. way inspectors 2 Tools & plants for SSE's workshop 3 T & P for SE/ works 4 T & P for testing lab 5 Motor trolly 6 T & P for level Xings Set Set LS Set No LS 300000 500000 134999 1 1 81570 81570 2 2 2895617 1312424

4208041

Unit

Rate

Qty

Amount

163140 163140 1500000 500000 134999 50000 300000 2811279 84338 2895617 2895617

New iktems

500000 134999

7 Indication board etc. for track safety work LS Sub Total 8 Loading , unloading and carriage charges % on above cost Sub Total Total

300000 934999

3

SE / C / Estimate

SSE/C/ Works

XEN / C / LKO

5 - Structural Engineering Works - Equipment , Plant & Machinery S.N o. B 1 2 Description of work Unit Rate Qty Amount

Misc. Plant & Equipment and office equipment. Furniture for office of SSE / P.Way / LS Works required for camp office. Furniture LS LS Per station Each

100000 200000 20000 50000 15605.12

1 1 1 6 4

100000 200000 20000 300000 62420 4

100000 200000 20000 320000 249680 0

3 Weighing Machine 1/2 Tonne capacity. 4 Additional furniture at existiing stations 5 Supply of Dip lorry

6 Construction of site office( Complete in all respect) for the use of Engineer/Employer as per specifications 7 AMC of PC 8 Misc expenses 9 Misc Plants & equipments Sub Total

Per Sqm L.S L.S LS

4167.78

100

416778

25000 50000 100000 1 100000 1274198Page 1

#REF!

Equipment & Machinery

10 Loading , unloading and carriage charges on above cost Sub Total Total

%

3

38226 1312424 1312424

SE / C / Estimate

SSE/C/ Works

XEN / C / LKO

Equipment & Machinery

Page 2

249680

Equipment & Machinery

Page 3

1

1- Details of NS items [ Construction of 03 Unit Gate lodge in Lotha-Bhadohi Doubling .] SN Description of work25/30/35 or any other specified mix as specified in approved drawing) as per specifications IS:4562000 ( design mix to be submitted by the contractor and approved by Engineer in charge) using coarse sand and stone aggregate 20mm and down gauge in tie beams, raft slab, raft beam, foundation beam , footings, foundation & plinth etc. as per approved drawing at all height/ depth including provision of necessary centering and shuttering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper & vibrating, curing of concrete for a specified period , including straightening, cutting, bending, hoisting, binding, placing of steel reinforcement in position , including cost of binding wire with all labour, material, tools, plants, machinery and equipments as a complete job.

Unit

Rate

Qty7.00

Amount27511.89

Authority LARs

of

1 RCC controlled concrete of design strength M- Cum 3930.27

N0-74w/3/2/346/WA /LKO/HT Dated 24.03.2009 @ 2.5% escalation & 3% rebate NS1

Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item.

2 RCC in

controlled concrete of designed Cum strength M-25/ 30/35 or any other specified mix as per IS specifications with cement, coarse sand and graded stone aggregate 20mm and down gauge in super structure viz: columns, cantilever, stair case, parapets, canopy, lintels, sunshade, suspended slabs, beams including all projections, balconies etc. of building as per approved plan upto 6 m height/ depth including provision of necessary shuttering, centering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper, vibrating of concrete , rendering and finishing the exposed surface of concrete with carborandum stone, curing of concrete for a specified period including straightening, cutting, bending, hoisting, binding ( including cost of binding wires) and placing of steel reinforcement in position as directed by Engineer in charge irrespective of any lead, lift, loading, unloading, handling, re- handling ascents, descents, crossing of nallahs, stream, track, level crossing or any other obstruction etc. with all labour, material, tools, plants, machinery and equipments as a complete job. Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item.

3930.27

30.00

117908.10

NS-5

3

5

Providing & Fixing of PVC white flushing Each 842.13 cistern standard 10 liter capacity ISI marked as approved by Engineer at all height including all labour & material etc as a complete job. Providing and fixing oxidized MS fan box Each 61.64 manufactured from 16 SWG of required size and shape in ceiling / RCC slab with 12mm dia MS round bar bend to shape and fixed in the box at all height as per approved drawings including cost of one coat of red lead primer & two coats of synthetic enamel paint of approved quality and shade as directed by the Engineer in charge with all labour, material, tools, plants and machinery etc. as a complete job.

3

2526.39

NS-33

6

369.84

do, ( NS-20)

SE/C/Estimate

SSE/C/W

XEN/C/LKO

2

6

a b 7

Supplying, Laying and fixing PVC conduit pipes of following sizes for electrical wiring conforming to relevant IS specification including earthing with 14 SWG GI wire and provision of junction boxes of appropriate size and requisite no. of ways ( Max 4 ways) and also PVC bends including cost of material, binding and positioning and holding the conduit in RCC, cutting chases in brick wall and making good including provision of GI fish wire inside all conduits including all incidental work at all height/depth as per approved drawing or as directed by the Engineer in charge with all labour and material as a complete job. 25 mm dia Mtr 27.84 40 mm dia Mtr 44.74 Supplying and fixing switch boxes manufactured from 16 SWG MS sheet conforming to relevant IS specification in the walls /RCC including cutting and making good the walls /RCC after fixing the box with arrangement for providing screws of 3mm dia for covers to the following size at all height as per approved drawings or as directed by the Engineer in charge including cost of one coat of red lead primer and two coats of synthetic enamel paint of approved quality and shade with all labour material, tools & plants and machinery as a complete job. 100x100x65 mm 180x100x65 mm 300x200x100 mm 375x300x100 mm Supply of 14mm SWG GI Wire & drawing in laid on surface. Providing & supplying TMT High yield strength cold twisted or hot rolled deformed reinforcement bars, as per specifications and relevant IS Code of all dia. in all type of reinforced structure as per approved Plan or as directed by Engineer-incharge, including all descend, ascends, crossing of nallahs and any other obstructions at site with all labour and material as a complete job. This rate includes loading, unloading, leading and stacking of material at site or as directed by Engineer in charge. Each Each Each Each Mtr Qtl 45.73 56.67 122.29 169.02 1.98 4426

NS-21

90 10

2505.6 447.4NS-28

a b c d 8 9

6 3 6 3 120 24

274.38 170.01 733.74 507.06 237.6 106224

do do doNS-24

10 Supplying & utilizing Pozzolana Portland Qtl 693.26Cement of approved make conforming to relevant IS specifications over all items of Northern Railway SOR-1996 and NS items as per cement factor for SOR & NS items. The rates shall be inclusive of all leading, loading, & unloading the cement into the contractors site godown and further handling, re-handling etc. from godown to site of work including all taxes, testing , royalty etc. NOTE:- Payment for SOR items will be made on the basis of consumption factors indicated in Northern Railway SOR-1996 , and for NS items on the basis of Cement quantity provided in the approved mix design.

450

311967

11 Providing , erecting and fixing in position on Mtrwall face 110 mm dia PVC rain water pipe at any height conforming to relevant IS specification including jointing with adhesive with all labour & material as a complete job.Note:Sample of PVC pipe will be got approved from Engineer in charge before fixing in position. 12 Providing , Erecting and fixing in position Each holder bat clamps comprising of two semi circular halves of PVC with screw & plugs at any height with all labour & material as a complete job.

133.23

11.00 1465.53

NS-14

36.79

10.00 367.9

NS-13

SE/C/Estimate

SSE/C/W

XEN/C/LKO

3

13 Providing , Erecting and fixing in position on Eachwall face 110 mm dia PVC Shoe for Rain water pipe including jointing with adhesive with all labour & material as a complete job. 14 Providing , Erecting and fixing in position on Each wall face 100 mm dia PVC Plain bend for Rain water pipe including jointing with adhesive at any height with all labour & material as a complete job.

78.54

3.00 235.62

NS-11

85.50

3.00 256.5

NS-12

Total of NS Items

573708.56

1- Details of NS items [ Construction of 17 No- Dutty hut in Lotha-Bhadohi Doubling .] SN Description of work25/30/35 or any other specified mix as specified in approved drawing) as per specifications IS:4562000 ( design mix to be submitted by the contractor and approved by Engineer in charge) using coarse sand and stone aggregate 20mm and down gauge in tie beams, raft slab, raft beam, foundation beam , footings, foundation & plinth etc. as per approved drawing at all height/ depth including provision of necessary centering and shuttering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper & vibrating, curing of concrete for a specified period , including straightening, cutting, bending, hoisting, binding, placing of steel reinforcement in position , including cost of binding wire with all labour, material, tools, plants, machinery and equipments as a complete job.

Unit

Rate

Qty13.00

Amount51093.51

Authority LARs

of

1 RCC controlled concrete of design strength M- Cum 3930.27

N0-74w/3/2/346/WA /LKO/HT Dated 24.03.2009 @ 2.5% escalation & 3% rebate NS1

Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item.

2 RCC in

controlled concrete of designed Cum strength M-25/ 30/35 or any other specified mix as per IS specifications with cement, coarse sand and graded stone aggregate 20mm and down gauge in super structure viz: columns, cantilever, stair case, parapets, canopy, lintels, sunshade, suspended slabs, beams including all projections, balconies etc. of building as per approved plan upto 6 m height/ depth including provision of necessary shuttering, centering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper, vibrating of concrete , rendering and finishing the exposed surface of concrete with carborandum stone, curing of concrete for a specified period including straightening, cutting, bending, hoisting, binding ( including cost of binding wires) and placing of steel reinforcement in position as directed by Engineer in charge irrespective of any lead, lift, loading, unloading, handling, re- handling ascents, descents, crossing of nallahs, stream, track, level crossing or any other obstruction etc. with all labour, material, tools, plants, machinery and equipments as a complete job. Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item.

3930.27

55.00

216164.85

NS-5

5

Providing and fixing oxidized MS fan box Each 61.64 manufactured from 16 SWG of required size and shape in ceiling / RCC slab with 12mm dia MS round bar bend to shape and fixed in the box at all height as per approved drawings including cost of one coat of red lead primer & two coats of synthetic enamel paint of approved quality and shade as directed by the Engineer in charge with all labour, material, tools, plants and machinery etc. as a complete job.

17

1047.88

do, ( NS-20)

SE/C/Estimate

SSE/C/W

XEN/C/LKO

4

6

a 7

a 8

Supplying, Laying and fixing PVC conduit pipes of following sizes for electrical wiring conforming to relevant IS specification including earthing with 14 SWG GI wire and provision of junction boxes of appropriate size and requisite no. of ways ( Max 4 ways) and also PVC bends including cost of material, binding and positioning and holding the conduit in RCC, cutting chases in brick wall and making good including provision of GI fish wire inside all conduits including all incidental work at all height/depth as per approved drawing or as directed by the Engineer in charge with all labour and material as a complete job. 25 mm dia Mtr 27.84 Supplying and fixing switch boxes manufactured from 16 SWG MS sheet conforming to relevant IS specification in the walls /RCC including cutting and making good the walls /RCC after fixing the box with arrangement for providing screws of 3mm dia for covers to the following size at all height as per approved drawings or as directed by the Engineer in charge including cost of one coat of red lead primer and two coats of synthetic enamel paint of approved quality and shade with all labour material, tools & plants and machinery as a complete job. 100x100x65 mm Each 45.73 Providing & supplying TMT High yield Qtl 4426 strength cold twisted or hot rolled deformed reinforcement bars, as per specifications and relevant IS Code of all dia. in all type of reinforced structure as per approved Plan or as directed by Engineer-incharge, including all descend, ascends, crossing of nallahs and any other obstructions at site with all labour and material as a complete job. This rate includes loading, unloading, leading and stacking of material at site or as directed by Engineer in charge. Supplying & utilizing Pozzolana Portland Qtl Cement of approved make conforming to relevant IS specifications over all items of Northern Railway SOR-1996 and NS items as per cement factor for SOR & NS items. The rates shall be inclusive of all leading, loading, & unloading the cement into the contractors site godown and further handling, re-handling etc. from godown to site of work including all taxes, testing , royalty etc. NOTE:- Payment for SOR items will be made on the basis of consumption factors indicated in Northern Railway SOR-1996 , and for NS items on the basis of Cement quantity provided in the approved mix design. 693.26

NS-21

205

5707.2NS-28

17 44

777.41 194744

9

850

589271

10 Casting of concrete foundation for Per lifting barrier boom stand ( padastals) No with holding down bolts , boom, boom lock posts etc. as per practice for horizontal diversion wheel, fixing of wheels theron for lifting barrier gates with boom lock complete with winch in the gate lauge / duty hut with E Type lock , preparing wire rope transmission from winch to lifting barrier using wire adjustment screw 12 mm ( where required) and making it operative from winch,making rod transmission for boom lock from lever tail to boom lock post & making it operative to lock lifting barrier at boom posts etc.

40425

17 687225

Annuharjaunpur @5% escalation

SE/C/Estimate

SSE/C/W

XEN/C/LKO

5

Coarse sand , aggregate 25mm, soldering materials, binding wire etc. will be provided by the agency including bricks. Ratio of concrete will be 1: 3: 6. Luminous yellow strip shall be used at booms in place of yellow paint. Lifting barrier gate assembly and transmission material will be supplied by the Railways except GI wirerope which will be supplied by the agency under revelent item of this tender schedule. All material for casting of Foundation including Cement is to be arranged by the contractor on his own cost 11 Preparation of channel 0.4 to 0.6m wide and 0.3 m deep for passing rod run below road level, fabricated with coupled channels 150 X 75 mm fitted one above the other with bolts so that two sets of such coupled channels from a channel running across the road. The coupled channels are to be fitted over CI foundation suitably secured with bolts and nuts. 12 The channel is required to be fixed through MS plate with bolts & nuts at minimum spacing of 1 mtr. Supply of channels & MS plates is covered seperately in this contract. All material including cement except CI base to be supplied by the contractor 13 Supply of CI foundation A type as per RDSO drg. No. S- 3529/ M( Adv.) with Latest Amendent 14 Supply of trestle 2 way as per RDSO drg. No. S- 3534 / M ( Adv.) with Latest Amenden 15 Supply of roller top as per RDSO drg. No. S- 3531 & RDSO/ SPN/135/93 with Latest Amendent. 16 Supply of crank adjustable 12 X 18 as per RDSO drg. No. SA- 3416 /M ( Adv) with Latest Amendent. 17 Supply of Interlocking frame ground 1 lever as per RDSO drg. No. SA 992 /M with Latest Amendent & IRS:S-10/78. 18 Assembling & fixing of ARC lever on CI foundation . It includes casting of 2 Nose. CI foundation type A in concrete in ratio 1:3:6 with cement , coarse sand & ggregate 25mm as per Drg. No. Sig / W/21-86 with nut & bolts, coarse sand, ggregate 25mm, cement and lubricating material to be supplied by the contractor JOB 23625 17 401625

Nos

1420.12

255

362130.6

Nos

178.5

253

45160.5

Nos

8.4

204

1713.6

Nos

514.5

34

17493

Nos

5355

17

91035

Nos

5365.5

17

91213.5

19 Supply of MS channel ( 150 X 75mm) & MS plate 16 mm thick for making way for the wires & rod run across the road of level crossing gates and lead out for rod run & wire run. a Ms Channel 150 X 75mm Kg b MS plate 16mm Thick Kg 20 Dismentalling & releasing of Level No crossing Gate Barreier & its fittings ( one gate will include gate leaves / barrier on both sides of track as a complete work )

50.4 49.35 1916.25

4885 4885 17

246204 241074.75 32576.25

SE/C/Estimate

SSE/C/W

XEN/C/LKO

6

21 Straightening & laying of solid 32 mm Mtr dia rod & connecting lead out cranks to adjust cranks of function through appropriate compensator / cranks, solid joints / lug eye joint with solid rodding by cutting, joining to size by smithy process with appropriate offset where required as per SEM. Rodding will be connected and secuerd with bolts 12mm dia X 65mm length. Nuts must be placed on the top . Bolts, Nuts, Coal smithy, scrap wood etc are to be supplied by the contractor. 22 Supply of Wheel Vertical as per No RDSO drg. No. SA- 3037( Adv) & IRS: S 10/78 with Latest Amendent. 23 Supply of Wheel Horizontal 2-Way as No per RDSO drg. No. SA- 3041( Adv) & IRS: S -10/78 with Latest Amendent 24 Supply of roller Bottom as per RDSO No drg. No. S- 3332 & RDSO/ SPN/135/93 with Latest Amendent. 25 Supply & fixing of GI Rope Wire 19mm Kg ( 7 X 17 SWG

138.6

850

117810

346.5

102

35343

535.5

136

72828

16.8

204

3427.2

66.15

1700

112455

Total of NS Items

3618120.25

Details of cost of Non - schedule ( NS) Items : 5 Units Type-II QtrsSNDescription of work Unit Rate Qty2.00

Amount7860.54

Authority LARs

of

1 RCC controlled concrete of design strength M- Cum 3930.2725/30/35 or any other specified mix as specified in approved drawing) as per specifications IS:4562000 ( design mix to be submitted by the contractor and approved by Engineer in charge) using coarse sand and stone aggregate 20mm and down gauge in tie beams, raft slab, raft beam, foundation beam , footings, foundation & plinth etc. as per approved drawing at all height/ depth including provision of necessary centering and shuttering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper & vibrating, curing of concrete for a specified period , including straightening, cutting, bending, hoisting, binding, placing of steel reinforcement in position , including cost of binding wire with all labour, material, tools, plants, machinery and equipments as a complete job.

N0-74w/3/2/346/WA /LKO/HT Dated 24.03.2009 @ 2.5% escalation & 3% rebate NS1

Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item.

SE/C/Estimate

SSE/C/W

XEN/C/LKO

7

2 RCC in

controlled concrete of designed Cum strength M-25/ 30/35 or any other specified mix as per IS specifications with cement, coarse sand and graded stone aggregate 20mm and down gauge in super structure viz: columns, cantilever, stair case, parapets, canopy, lintels, sunshade, suspended slabs, beams including all projections, balconies etc. of building as per approved plan upto 6 m height/ depth including provision of necessary shuttering, centering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper, vibrating of concrete , rendering and finishing the exposed surface of concrete with carborandum stone, curing of concrete for a specified period including straightening, cutting, bending, hoisting, binding ( including cost of binding wires) and placing of steel reinforcement in position as directed by Engineer in charge irrespective of any lead, lift, loading, unloading, handling, re- handling ascents, descents, crossing of nallahs, stream, track, level crossing or any other obstruction etc. with all labour, material, tools, plants, machinery and equipments as a complete job. Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item.

3930.27

50.00

196513.50

NS-2

3 Supplying & fixing water storage tanks , Sintex Litre 5.96or equivalent make, single piece double walled cylindrical/rectangular without any seam weld or joint made of HDPE( High Density Polyethylene) of FDA ( Food & Drug Authority) grade conforming to IS: 12701-1996 within built up platform on top and horizontal corrugation on sides of the tank with injection moulded HDPE lid and locking arrangements including float valve, inlet, outlet and over flow, connection as per the instruction of the Engineer at all heights, including all taxes, leads, lifts, crossing of tracks all labour and material as a complete job.

2500.00 14900.00

NS-19

4 Providing and fixing oxidized MS fan box Each 61.64manufactured from 16 SWG of required size and shape in ceiling / RCC slab with 12mm dia MS round bar bend to shape and fixed in the box at all height as per approved drawings including cost of one coat of red lead primer & two coats of synthetic enamel paint of approved quality and shade as directed by the Engineer in charge with all labour, material, tools, plants and machinery etc. as a complete job.

15.00

924.60

NS-20

5 Supplying, Laying and fixing PVC conduit pipesof following sizes for electrical wiring conforming to relevant IS specification including earthing with 14 SWG GI wire and provision of junction boxes of appropriate size and requisite no. of ways ( Max 4 ways) and also PVC bends including cost of material, binding and positioning and holding the conduit in RCC, cutting chases in brick wall and making good including provision of GI fish wire inside all conduits including all incidental work at all height/depth as per approved drawing or as directed by the Engineer in charge with all labour and material as a complete job.

do, ( NS-21)

a 25 mm dia b 40 mm dia 6 Supplying and fixing switch boxes manufacturedfrom 16 SWG MS sheet conforming to relevant IS specification in the walls /RCC including cutting and making good the walls /RCC after fixing the box with arrangement for providing screws of 3mm dia for covers to the following size at all height as per approved drawings or as directed by the Engineer in charge including cost of one coat of red lead primer and two coats of synthetic enamel paint of approved quality and shade with all labour material, tools & plants and machinery as a complete job.

Mtr Mtr

27.84 44.74

250.00 25.00

6960.00 1118.50 NS-28

a 100x100x65 mm b 180x100x65 mm

Each 45.73 Each 56.67

20.00 10.00

914.60 566.70

SE/C/Estimate

SSE/C/W

XEN/C/LKO

8

Each 122.29 c 300x200x100 mm Each 169.02 d 375x300x100 mm Supply of 14mm SWG GI Wire & drawing in laid Mtr 1.98 7

15.00 5.00 250.00 45.00

1834.35 845.10 495.00 199170.00

do doNS-24

8

on surface. Providing & supplying TMT High yield strength cold twisted or hot rolled deformed reinforcement bars, as per specifications and relevant IS Code of all dia. in all type of reinforced structure as per approved Plan or as directed by Engineer-in-charge, including all descend, ascends, crossing of nallahs and any other obstructions at site with all labour and material as a complete job. This rate includes loading, unloading, leading and stacking of material at site or as directed by Engineer in charge. & utilizing Portland Puzzolona Cement ( PPC)of approved make conforming to relevant IS specifications over all items of Northern Railway SOR-1996 and NS items as per cement factor for SOR & NS items. The rates shall be inclusive of all leading, loading, & unloading the cement into the contractors site godown and further handling, re-handling etc. from godown to site of work including all taxes, testing , royalty etc. NOTE:- Payment for SOR items will be made on the basis of consumption factors indicated in Northern Railway SOR-1996 , and for NS items on the basis of Cement quantity provided in the approved mix design.

Qtl

4426.00

9 Supplying

Qtl

693.26

1000.00 693260.00

10 NS-34: Providing and fixing 30 mm thick

Sqm 2449.83

20.00

48996.60

NS-15

factory made PVC rigid foam paneled door shutters manufactured by M/s Rajshri or equivalent made from M.S. tube of 19 x 19 mm , 19 gauge for styles and 15 x 15 mm for top & bottom rails, covered with heat moulded prelaminated PVC C channel of 5 mm thick sheet and 30 x 50 mm wide to form styles and 5 mm thick & 75 m wide prelaminated PVC sheets for top , bottom & lock rails on either side and 5 m thick , 2 m wide cross PVC sheet as gap insert for top & bottom rails , paneling of 5 mm thick PVC sheet prelaminated on both sides fitted in the MS frame welded / sealed to the styles & rails with 5 x 30 mm prelaminated PVC sheet beading o either sde and joined together with solvent cement adhesive etc. complete as per manufactures specifications and direction of engineer in charge, fixed to frame with 4 nos MS powder coated butt hinges ( for internal shutters. Mtr 386.76 11 : Providing and Fixing factory made PVC door frame manufactured by M.S. Rajshri or equivalent of size 50 x 47 mm with a wall thickness of 5 mm made out of 5mm rigid PVC foam sheet mitred a corners and joined with 2 nos of 150 mm long brackets of 15 x 15mm M.S. square tube , the vertical door profiles to be reinforced with 19 x 19 mm M.S. square tube of 19 gauge , EPDM rubber gasket weather seal to be provided through out the frame . The door frame to be fixed to the wall using M.S. screws of 65/ 100 mm size complete as per manufacturers specification and direction of engineer in charge 133.23 12 Providing , erecting and fixing in position on Mtr wall face 110 mm dia PVC rain water pipe at any height conforming to relevant IS specification including jointing with adhesive with all labour & material as a complete job.Note:Sample of PVC pipe will be got approved from Engineer in charge before fixing in position.

50.00

19338.00

NS-16

50.00 6661.5

NS-14

13 Providing , Erecting and fixing in position Eachholder bat clamps comprising of two semi circular halves of PVC with screw & plugs at any height with all labour & material as a complete job.

36.79

35.00 1287.65

NS-13

SE/C/Estimate

SSE/C/W

XEN/C/LKO

9

14 Providing , Erecting and fixing in position on Eachwall face 110 mm dia PVC Shoe for Rain water pipe including jointing with adhesive with all labour & material as a complete job. 15 Providing , Erecting and fixing in position on Each wall face 100 mm dia PVC Plain bend for Rain water pipe including jointing with adhesive at any height with all labour & material as a complete job. 16 Providing & Fixing of PVC white flushing Each cistern standard 10 liter capacity ISI marked as approved by Engineer at all height including all labour & material etc as a complete job.

78.54

10.00 785.4

NS-11

85.50

10.00 855

NS-12

842.13

5 4210.65

NS-33

Total cost of NS Items for 5 Units Type-II Qtrs ( S/S)

1207497.69

Details of cost of Non - schedule ( NS) Items : 3 Units Type-III Qtrs ( S/S)SN 1 RCCDescription of work Unit Rate Qty3.00

Amount11790.81

Authority LARs

of

controlled concrete of design Cum 3930.27 strength M-25/30/35 or any other specified mix as specified in approved drawing) as per specifications IS:456-2000 ( design mix to be submitted by the contractor and approved by Engineer in charge) using coarse sand and stone aggregate 20mm and down gauge in tie beams, raft slab, raft beam, foundation beam , footings, foundation & plinth etc. as per approved drawing at all height/ depth including provision of necessary centering and shuttering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper & vibrating, curing of concrete for a specified period , including straightening, cutting, bending, hoisting, binding, placing of steel reinforcement in position , including cost of binding wire with all labour, material, tools, plants, machinery and equipments as a complete job.

N0-74w/3/2/346/WA /LKO/HT Dated 24.03.2009 @ 2.5% escalation & 3% rebate NS1

Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item. 2 RCC in controlled concrete of designed Cum strength M-25/ 30/35 or any other specified mix as per IS specifications with cement, coarse sand and graded stone aggregate 20mm and down gauge in super structure viz: columns, cantilever, stair case, parapets, canopy, lintels, sunshade, suspended slabs, beams including all projections, balconies etc. of building as per approved plan upto 6 m height/ depth including provision of necessary shuttering, centering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper, vibrating of concrete , rendering and finishing the exposed surface of concrete

3930.27

50.00

196513.50

NS-2

SE/C/Estimate

SSE/C/W

XEN/C/LKO

10

3

4

5

a b 6

a b c d 7

with carborandum stone, curing of concrete for a specified period including straightening, cutting, bending, hoisting, binding ( including cost of binding wires) and placing of steel reinforcement in position as directed by Engineer in charge irrespective of any lead, lift, loading, unloading, handling, re- handling ascents, descents, crossing of nallahs, stream, track, level crossing or any other obstruction etc. with all labour, material, tools, plants, machinery and equipments as a complete job. Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item. Supplying & fixing water storage tanks , Litre Sintex or equivalent make, single piece doubled walled cylindrical /rectangular without any seam weld or joint made of HDPE( High Density Polyethylene) of FDA ( Food & Drug Authority) grade conforming to IS: 127011996 within built up platform on top and horizontal corrugation on sides of the tank with injection moulded HDPE lid and locking arrangements including float valve, inlet, outlet and over flow, connection as per the instruction of the Engineer at all heights, including all taxes, leads, lifts, crossing of tracks all labour and material as a complete job. Providing and fixing oxidized MS fan box Each manufactured from 16 SWG of required size and shape in ceiling / RCC slab with 12mm dia MS round bar bend to shape and fixed in the box at all height as per approved drawings including cost of one coat of red lead primer & two coats of synthetic enamel paint of approved quality and shade as directed by the Engineer in charge with all labour, material, tools, plants and machinery etc. as a complete job. Supplying, Laying and fixing PVC conduit pipes of following sizes for electrical wiring conforming to relevant IS specification including earthing with 14 SWG GI wire and provision of junction boxes of appropriate size and requisite no. of ways ( Max 4 ways) and also PVC bends including cost of material, binding and positioning and holding the conduit in RCC, cutting chases in brick wall and making good including provision of GI fish wire inside all conduits including all incidental work at all height/depth as per approved drawing or as directed by the Engineer in charge with all labour and material as a complete job. Mtr 25 mm dia Mtr 40 mm dia Supplying and fixing switch boxes manufactured from 16 SWG MS sheet conforming to relevant IS specification in the walls /RCC including cutting and making good the walls /RCC after fixing the box with arrangement for providing screws of 3mm dia for covers to the following size at all height as per approved drawings or as directed by the Engineer in charge including cost of one coat of red lead primer and two coats of synthetic enamel paint of approved quality and shade with all labour material, tools & plants and machinery as a complete job. Each 100x100x65 mm Each 180x100x65 mm Each 300x200x100 mm Each 375x300x100 mm Supply of 14mm SWG GI Wire & drawing in Mtr laid on surface.

5.96

1500.00 8940.00

NS-19

61.64

12.00

739.68

do, ( NS-20)

NS-21

27.84 44.74

200.00 20.00

5568.00 894.80 NS-28

45.73 56.67 122.29 169.021.98

16.00 8.00 8.00 3.00 200.00

731.68 453.36 978.32 507.06 396.00 NS-24

do do

SE/C/Estimate

SSE/C/W

XEN/C/LKO

11

8 Providing & supplying TMT High yield Qtlstrength cold twisted or hot rolled deformed reinforcement bars, as per specifications and relevant IS Code of all dia. in all type of reinforced structure as per approved Plan or as directed by Engineer-incharge, including all descend, ascends, crossing of nallahs and any other obstructions at site with all labour and material as a complete job. This rate includes loading, unloading, leading and stacking of material at site or as directed by Engineer in charge.

4426.00

40.00

177040.00

9 Supplying & utilizing Portland Puzzolona QtlCement ( PPC) of approved make conforming to relevant IS specifications over all items of Northern Railway SOR-1996 and NS items as per cement factor for SOR & NS items. The rates shall be inclusive of all leading, loading, & unloading the cement into the contractors site godown and further handling, re-handling etc. from godown to site of work including all taxes, testing , royalty etc. NOTE:- Payment for SOR items will be made on the basis of consumption factors indicated in Northern Railway SOR-1996 , and for NS items on the basis of Cement quantity provided in the approved mix design.

693.26

820.00

568473.20

10 NS-34: Providing and fixing 30 mm thick

Sqm

2449.83

15.00

36747.45

NS-15

factory made PVC rigid foam paneled door shutters manufactured by M/s Rajshri or equivalent made from M.S. tube of 19 x 19 mm , 19 gauge for styles and 15 x 15 mm for top & bottom rails, covered with heat moulded prelaminated PVC C channel of 5 mm thick sheet and 30 x 50 mm wide to form styles and 5 mm thick & 75 m wide prelaminated PVC sheets for top , bottom & lock rails on either side and 5 m thick , 2 m wide cross PVC sheet as gap insert for top & bottom rails , paneling of 5 mm thick PVC sheet prelaminated on both sides fitted in the MS frame welded / sealed to the styles & rails with 5 x 30 mm prelaminated PVC sheet beading o either sde and joined together with solvent cement adhesive etc. complete as per manufactures specifications and direction of engineer in charge, fixed to frame with 4 nos MS powder coated butt hinges ( for internal shutters. Mtr 386.76 11 : Providing and Fixing factory made PVC door frame manufactured by M.S. Rajshri or equivalent of size 50 x 47 mm with a wall thickness of 5 mm made out of 5mm rigid PVC foam sheet mitred a corners and joined with 2 nos of 150 mm long brackets of 15 x 15mm M.S. square tube , the vertical door profiles to be reinforced with 19 x 19 mm M.S. square tube of 19 gauge , EPDM rubber gasket weather seal to be provided through out the frame . The door frame to be fixed to the wall using M.S. screws of 65/ 100 mm size complete as per manufacturers specification and direction of engineer in charge 133.23 12 Providing , erecting and fixing in position on Mtr wall face 110 mm dia PVC rain water pipe at any height conforming to relevant IS specification including jointing with adhesive with all labour & material as a complete job.Note:Sample of PVC pipe will be got approved from Engineer in charge before fixing in position. 36.79 13 Providing , Erecting and fixing in position Each holder bat clamps comprising of two semi circular halves of PVC with screw & plugs at any height with all labour & material as a complete job.

35.00

13536.60

NS-16

50.00 6661.5

NS-14

25.00 919.75

NS-13

SE/C/Estimate

SSE/C/W

XEN/C/LKO

12

14 Providing , Erecting and fixing in position on Eachwall face 110 mm dia PVC Shoe for Rain water pipe including jointing with adhesive with all labour & material as a complete job. 15 Providing , Erecting and fixing in position on Each wall face 100 mm dia PVC Plain bend for Rain water pipe including jointing with adhesive at any height with all labour & material as a complete job. Providing & Fixing of PVC white flushing Each 16 cistern standard 10 liter capacity ISI marked as approved by Engineer at all height including all labour & material etc as a complete job.

78.54

8.00 628.32

NS-11

85.50

8.00 684

NS-12

843.13

3.00 2529.39

NS-33

Total cost of NS Items for 10 Units Type-III Qtrs ( S/S)

1023310.46

Details of cost of Non - schedule ( NS) Items : 1 Units Type-IV Qtrs ( S/S)SN 1 RCCDescription of work Unit Rate Qty2.00

Amount7860.54

Authority LARs

of

controlled concrete of design Cum 3930.27 strength M-25/30/35 or any other specified mix as specified in approved drawing) as per specifications IS:456-2000 ( design mix to be submitted by the contractor and approved by Engineer in charge) using coarse sand and stone aggregate 20mm and down gauge in tie beams, raft slab, raft beam, foundation beam , footings, foundation & plinth etc. as per approved drawing at all height/ depth including provision of necessary centering and shuttering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper & vibrating, curing of concrete for a specified period , including straightening, cutting, bending, hoisting, binding, placing of steel reinforcement in position , including cost of binding wire with all labour, material, tools, plants, machinery and equipments as a complete job. Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item.

N0-74w/3/2/346/WA /LKO/HT Dated 24.03.2009 @ 2.5% escalation & 3% rebate NS1

SE/C/Estimate

SSE/C/W

XEN/C/LKO

13

2 RCC in controlled concrete of designed Cumstrength M-25/ 30/35 or any other specified mix as per IS specifications with cement, coarse sand and graded stone aggregate 20mm and down gauge in super structure viz: columns, cantilever, stair case, parapets, canopy, lintels, sunshade, suspended slabs, beams including all projections, balconies etc. of building as per approved plan upto 6 m height/ depth including provision of necessary shuttering, centering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper, vibrating of concrete , rendering and finishing the exposed surface of concrete with carborandum stone, curing of concrete for a specified period including straightening, cutting, bending, hoisting, binding ( including cost of binding wires) and placing of steel reinforcement in position as directed by Engineer in charge irrespective of any lead, lift, loading, unloading, handling, re- handling ascents, descents, crossing of nallahs, stream, track, level crossing or any other obstruction etc. with all labour, material, tools, plants, machinery and equipments as a complete job.

3930.27

20.00

78605.40

NS-2

Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item. 3 Supplying & fixing water storage tanks , Litre 5.96 Sintex or equivalent make, single piece double walled cylindrical/rectangular without any seam weld or joint made of HDPE( High Density Polyethylene) of FDA ( Food & Drug Authority) grade conforming to IS: 127011996 within built up platform on top and horizontal corrugation on sides of the tank with injection moulded HDPE lid and locking arrangements including float valve, inlet, outlet and over flow, connection as per the instruction of the Engineer at all heights, including all taxes, leads, lifts, crossing of tracks all labour and material as a complete job. 4 Providing and fixing oxidized MS fan box Each 61.64 manufactured from 16 SWG of required size and shape in ceiling / RCC slab with 12mm dia MS round bar bend to shape and fixed in the box at all height as per approved drawings including cost of one coat of red lead primer & two coats of synthetic enamel paint of approved quality and shade as directed by the Engineer in charge with all labour, material, tools, plants and machinery etc. as a Supplying, Laying and fixing PVC conduit 5 complete job. pipes of following sizes for electrical wiring conforming to relevant IS specification including earthing with 14 SWG GI wire and provision of junction boxes of appropriate size and requisite no. of ways ( Max 4 ways) and also PVC bends including cost of material, binding and positioning and holding the conduit in RCC, cutting chases in brick wall and making good including provision of GI fish wire inside all conduits including all incidental work at all height/depth as per approved drawing or as directed by the Engineer in charge with all labour and material as a complete job.

1000.00 5960.00

NS-19

5.00

308.20

NS-20

NS-21

a 25 mm dia b 40 mm dia

Mtr Mtr

27.84 44.74

120.00 20.00

3340.80 894.80

SE/C/Estimate

SSE/C/W

XEN/C/LKO

14

6 Supplying

a b c d 7 8

9

and fixing switch boxes manufactured from 16 SWG MS sheet conforming to relevant IS specification in the walls /RCC including cutting and making good the walls /RCC after fixing the box with arrangement for providing screws of 3mm dia for covers to the following size at all height as per approved drawings or as directed by the Engineer in charge including cost of one coat of red lead primer and two coats of synthetic enamel paint of approved quality and shade with all labour material, tools & plants and machinery as a complete job. Each 100x100x65 mm Each 180x100x65 mm Each 300x200x100 mm Each 375x300x100 mm Supply of 14mm SWG GI Wire & drawing in Mtr laid on surface. Soil investigation in normal type of soil , per making 150 mm dia. bore hole unto 10 mtr Job depth in normal type of soil through auger method or any other method required as per site condition in accordance with IS: 1892.1979, collection & laboratory . investigation of un-disturbed & disturbed soil samples as to be relevant IS specifications , submission of three copies test report ,transportation of T& P and staff , labor etc & other misc. works as per instructions of Engineer in charge, as a complete job. Providing & supplying TMT High yield Qtl strength cold twisted or hot rolled deformed reinforcement bars, as per specifications and relevant IS Code of all dia. in all type of reinforced structure as per approved Plan or as directed by Engineer-incharge, including all descend, ascends, crossing of nallahs and any other obstructions at site with all labour and material as a complete job. This rate includes loading, unloading, leading and stacking of material at site or as directed by Engineer in charge.

NS-28

45.73 56.67 122.29 169.021.98 15646.51

5.00 3.00 5.00 2.00 120.00

228.65 170.01 611.45 338.04 237.60 15646.51

do

NS-24 NS-47

1.00

4426.00

15.00

66390.00

10 Supplying & utilizing Portland Puzzolona QtlCement ( PPC) of approved make conforming to relevant IS specifications over all items of Northern Railway SOR-1996 and NS items as per cement factor for SOR & NS items. The rates shall be inclusive of all leading, loading, & unloading the cement into the contractors site godown and further handling, re-handling etc. from godown to site of work including all taxes, testing , royalty etc. NOTE:- Payment for SOR items will be made on the basis of consumption factors indicated in Northern Railway SOR-1996 , and for NS items on the basis of Cement quantity provided in the approved mix design. Sqm 11 NS-34: Providing and fixing 30 mm thick factory made PVC rigid foam paneled door shutters manufactured by M/s Rajshri or equivalent made from M.S. tube of 19 x 19 mm , 19 gauge for styles and 15 x 15 mm for top & bottom rails, covered with heat moulded prelaminated PVC C channel of 5 mm thick sheet and 30 x 50 mm wide to form styles and 5 mm thick & 75 m wide prelaminated PVC sheets for top , bottom & lock rails on either side and 5 m thick , 2 m wide cross PVC sheet as gap insert for top & bottom rails , paneling of 5 mm thick PVC sheet prelaminated on both sides fitted in the MS frame welded / sealed to the styles & rails with 5 x 30 mm prelaminated PVC sheet beading o either sde and joined together with solvent cement adhesive etc. complete as per manufactures specifications and direction of engineer in charge, fixed to frame with 4 nos MS powder coated butt hinges ( for internal shutters.

693.26

300.00

207978.00

36.79

NS-13

2449.83

8.00

19598.64

NS-15

SE/C/Estimate

SSE/C/W

XEN/C/LKO

15

12 : Providing and Fixing factory made PVC

Mtr

386.76

20.00

7735.20

NS-16

door frame manufactured by M.S. Rajshri or equivalent of size 50 x 47 mm with a wall thickness of 5 mm made out of 5mm rigid PVC foam sheet mitred a corners and joined with 2 nos of 150 mm long brackets of 15 x 15mm M.S. square tube , the vertical door profiles to be reinforced with 19 x 19 mm M.S. square tube of 19 gauge , EPDM rubber gasket weather seal to be provided through out the frame . The door frame to be fixed to the wall using M.S. screws of 65/ 100 mm size complete as per manufacturers specification and direction of engineer in charge 12 Providing , erecting and fixing in position on Mtr wall face 110 mm dia PVC rain water pipe at any height conforming to relevant IS specification including jointing with adhesive with all labour & material as a complete job.Note:Sample of PVC pipe will be got approved from Engineer in charge before fixing in position. 13 Providing , Erecting and fixing in position Each holder bat clamps comprising of two semi circular halves of PVC with screw & plugs at any height with all labour & material as a complete job.

133.23

10.00 1332.30

NS-14

36.79

5.00 183.95

NS-13

14 Providing , Erecting and fixing in position on Eachwall face 110 mm dia PVC Shoe for Rain water pipe including jointing with adhesive with all labour & material as a complete job. 15 Providing , Erecting and fixing in position on Each wall face 100 mm dia PVC Plain bend for Rain water pipe including jointing with adhesive at any height with all labour & material as a complete job.

78.54

5.00 392.7

NS-11

85.50

5.00 427.5

NS-12

16 Providing & Fixing of PVC white flushing Eachcistern standard 10 liter capacity ISI marked as approved by Engineer at all height including all labour & material etc as a complete job.

843.13

1.00 843.13

NS-33

Total cost of NS Items for 1 Units Type-IV Qtrs ( S/S)

419083.42

SE/C/Estimate

SSE/C/W

XEN/C/LKO

16

9- Construction of FOB at BOY & CHH Station.S. No Description of work Unit Qtl Rate 693.26 Qty 720 Amount 499147.2 Authority of rates Vetted T.S at Lalganj NS-19

1 Supplying & utilizing Portland Puzzolona Cement ( PPC) of approved make conforming to relevant IS specifications over all items of Northern Railway SOR-1996 and NS items as per cement factor for SOR & NS items. The rates shall be inclusive of all leading, loading, & unloading the cement into the contractors site godown and further handling, re-handling etc. from godown to site of work including all taxes, testing , royalty etc 2 Providing & supplying TMT High yield strength cold twisted or hot rolled deformed reinforcement bars, as per specifications and relevant IS Code of all dia. in all type of reinforced structure as per approved Plan or as directed by Engineer-in-charge, including all descend, ascends, crossing of nallahs and any other obstructions at site with all labour and material as a complete job. This rate includes loading, unloading, leading and stacking of material at site or as directed by Engineer in charge

Qtl

4426.00

140

619640

do NS-20

SE/C/Estimate

SSE/C/W

XEN/C/LKO

17

3 RCC in controlled concrete of designed Cum 3594.06 strength M-25/ 30/35 or any other specified mix as per IS specifications with cement, coarse sand and graded stone aggregate 20mm and down gauge in super structure viz: columns, cantilever, stair case, parapets, for a specified period including straightening, cutting, bending, hoisting, binding ( including cost of binding wires) and placing of steel reinforcement in position as directed by Engineer in charge irrespective of any lead, lift, loading, unloading, handling, re- handling ascents, descents, crossing of nallahs, stream, track, level crossing or any other obstruction etc. with all labour, material, tools, plants, machinery and equipments as a complete job. 4 RCC controlled concrete of design Cum 3950.77 strength M-25/30/35 or any other specified mix as specified in approved drawing) as per specifications IS:4562000 ( design mix to be submitted by the contractor and approved by Engineer in charge) using coarse sand and stone aggregate 20mm and down gauge in tie beams, raft slab, raft beam, foundation beam , footings, foundation & plinth etc. as per approved drawing at all height/ depth including provision of necessary centering and shuttering, deshuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper & vibrating, curing of concrete for a specified period , including straightening, cutting, bending, hoisting, binding, placing of steel reinforcement in position , including cost of binding wire with all labour, material, tools, plants, machinery and equipments as a complete job. 5 RCC in controlled concrete of designed Cumstrength M-25/ 30/35 or any other specified mix as per IS specifications with cement, coarse sand and graded stone aggregate 20mm and down gauge in super structure viz: columns, cantilever, stair case, parapets, canopy, lintels, sunshade, suspended slabs, beams including all projections, balconies etc. of building as per approved plan upto 6 m height/ depth including provision of necessary shuttering, centering, de-shuttering, weigh batching, admixture, mechanical mixing in mixer fitted with hopper, vibrating of concrete , rendering and finishing the exposed surface of concrete with carborandum stone, curing of concrete for a specified period including straightening, cutting, bending, hoisting, binding ( including cost of binding wires) and placing of steel reinforcement in position as directed by Engineer in charge irrespective of any lead, lift, loading, unloading, handling, re- handling ascents, descents, crossing of nallahs, stream, track, level crossing or any other obstruction etc. with all labour, material, tools, plants, machinery and equipments as a complete job. Note: Cement and reinforcement steel will be arranged by contractor at his own cost and shall be paid separately under relevant NS item.3950.77

30

107821.8

do NS-16

120

474092.4

do NS-18

20.00

79015.40

NS-2

6 Cost Errection charges for FOB

MT 15000.00

100

1500000

Jaunpur city

SE/C/Estimate

SSE/C/W

XEN/C/LKO

18

Total

3279716.80

7- Construction of Boundary Wall , 500 Metre LongS. Description of work Unit Rate No 1 Cost of SOR items NS items 1 Supplying & utilizing Portland Qtl 693.26 Puzzolona Cement ( PPC) of approved make conforming to relevant IS specifications over all items of Northern Railway SOR-1996 and NS items as per cement factor for SOR & NS items. The rates shall be inclusive of all leading, loading, & unloading the cement into the contractors site godown and further handling, re-handling etc. from godown to site of work including all taxes, testing , royalty etc Qty Amount 0.00 371 179103.96 Vetted T.S at Lalganj NS 19 Authority of rates

Totat cost

179103.96

Cost per metre length of wall

358.21

SE/C/Estimate

SSE/C/W

XEN/C/LKO

19

NS-32: Providing and fixing safety Met fencing with RCC post and GI er barbed wire type II , IS : 278 line wire 2 nos 2.5mm dia each and point wire 2.5mm dia at 150mm centre to centre distance. The GI barbed wire shall be fixed to RCC post in three horizontal rows, at specified interval, and two diagonal. The RCC post shall be of 100mm x 100mm size at horizontal distance of 5m c/c with concrete mix of 1:1-1/2:3 ( 1 cement: 1-1/2 coarse sand: 3 stone chips of 20mm of nominal size. These RCC posts shall be painted with white and red band alternately at the distance of 300mm, as per approved drawing or as directed by engineer in charge. The height of RCC post shall be 1.5 metre above formation level and depth below formation level shall be 450mm with same size. This post shall be embedded in the concrete block of size 600mm x 60mm x 600 mm with concrete mix 1:3:6 ( 1 cement: 3 coarse sand: 6 stone chips of 40mm nominal size) . as per approved plan for all heights and depths including cost of shuttering , centering scaffolding, uncoiling, straightening, cutting, placing and keeping in position steel reinforcement including cost of binding wires, mechanical mixing and vibrating of concrete, curing of concrete for a specified period, use of admixtures, if required, rendering and finishing the exposed surfaces of concrete with carborandum stone, with all labour and material as a complete job as per specifications and conditions of contract (cement shall be arranged by the contractor and payment shall be made separately This post shall be embedded in the concrete block of size 600mm x 60mm x 600 mm with concrete mix 1:3:6 ( 1 cement: 3 coarse sand: 6 stone chips of 40mm nominal size) as per approved plan for all heights and depths including cost of shuttering , centering scaffolding, uncoiling, straightening, cutting, placing and keeping in position steel reinforcement including cost of binding wires, mechanical mixing and vibrating of concrete, curing of concrete for a specified period, use of admixtures, if required, rendering and finishing the exposed surfaces of concrete with carborandum stone, with all labour and material as a complete job as per specifications and conditions of contract (cement shall be arranged by the contractor and payment shall be made separately under relevant NS items).

SE/C/Estimate

SSE/C/W

XEN/C/LKO

20

The cost of steel reinforcement is included in this item for which no extra payment shall be made to contractor. RCC post and barbed wire fencing shall be dismantled by the contractor his own cost on completion of work and dismantled material i.e. barbed wire fencing and steel reinforcement shall be deposited in the store of SE/C/works at station. The fencing work shall be maintained during the currency of work after doubling is commissioned The height of RCC post shall be 1.5 metre above formation level and depth below formation level shall be 450mm with same size. This post shall be embedded in the concrete block of size 600mm x 60mm x 600 mm with concrete mix 1:3:6 ( 1 cement: 3 coarse sand: 6 stone chips of 40mm nominal size) as per approved plan for all heights and depths including cost of shuttering , centering scaffolding, uncoiling, straightening, cutting, placing and keeping in position steel reinforcement including cost of binding wires, mechanical mixing and vibrating of concrete, curing of concrete for a specified period, use of admixtures, if required, rendering and finishing the exposed surfaces of concrete with carborandum stone, with all labour and material as a complete job as per specifications and conditions of contract (cement shall be arranged by the contractor and payment shall be made separately is The cost of steel reinforcement included in this item for which no extra payment shall be made to contractor. RCC post and barbed wire fencing shall be dismantled by the contractor his own cost on completion of work and dismantled material i.e. barbed wire fencing and steel reinforcement shall be deposited in the store of SE/C/works at station. The fencing work shall be maintained during the currency of work after doubling is commissioned Note:1- Maximum 80% payment will be made in on account bill after providing and fixing of fencing as described above. 2. Remaining 20% amount shall be released to the contractor after dismantling and depositing the dismantled material in the store of SE/C/works , as required. 3. In case , contractor fails to deposit the dismantled material , a recovery @ 50 % of payable amount shall be made from contractor.

SE/C/Estimate

SSE/C/W

XEN/C/LKO

1

9- Cost of Qtrs in Lotha-Bhadohi Doubling .

SN

Description of work

Unit

Qty

Rate

Amount

1 2 3 4 5

Duty Hut& lifting barrier Gate Lodge Type-II 5 Unit Type-III -3 Unit Type IV - 1 Unit Total

No No No No No

17 3 5 3 1

5279709.78 1292982.46 3131277.38 3109195.83 1219572.65 14032738.10

per Sqm rate 0

1- Analysis of Construction of 17 No- Duty Hut & lifting barrier in Lotha-Bhadohi Doubling .

SN

Description of work

Amount

1 2

Cost of SOR -1996 items Cost of NS items Total cost Summary of SOR-96 cost

1661589.53 3618120.25 5279709.78%age above Cost as per SOR - Up dated 96 Amount40303.88 2201.00 17131.05 1324.5 189742.61 8214.35 84204.25 5471.38 470.78 373.21 491.53 413.09

per Sqm rate 8457.820358

SN

Name of chapter

1 2 3 4

All items of chaper 6 of N. R. SOR-1996 All items of chaper 10 of N. R. SOR-1996 All items of chaper 11 of N. R. SOR-1996 All items of chaper 12 except item no. 1216/b of N. R. SOR-1996 All items of chaper 13 of N. R. SOR-1996

370.78 273.21 391.53 313.09

5

364.42

215849.40

1002447.78

464.42

SE/C/Estimate

SSE/C/Estimate

XEN/C-/LKO

2

6 7 8 9 10 11 12

All items of chaper 20 of N. SOR-1996 All items of chaper 21 of N. SOR-1996 All items of chaper 22 of N. SOR-1996 All items of chaper 23 of N. SOR-1996 All items of chaper 24 of N. SOR-1996 All items of chaper 25 of N. SOR-1996 All items of other chapers of N. SOR-1996

R. R. R. R. R. R. R.

308.54 320.35 348.67 275.13 320.08 371.81 285.85

0.00 0 0 0 0 39409.5 48094.13

0 0 0 0 0 185937.96 185571.2

408.54 420.35 448.67 375.13 420.08 471.81 385.85

Total SOR cost

364313.46

1661589.53

1- Details of SOR , 96 ItemsSN SOR ,96 Item [ Construction of 17 No- Duty Hut in Lotha-Bhadohi Doubling .] Description of work Unit Per Rate Qty Amount

CH-11 2 3 4 5 6 7 102 109 114 115 116 122 123

Earth workEarth work in excavation Extra for excavation Extra for waterig &ramming Filling ,watering.&ramming Supplying , filling sand Clearing jungle Clearing Grass Cum Cum Cum Cum Cum Sqm Sqm 1 1 1 1 1 100 100 11.15 1.2 2.8 3.35 71.05 52.5 27.95 250 250 85 170 40 350 350 2787.5 300 238 569.5 2842 183.75 97.83

Sub Total CH-68 9 601/a 603/b

7018.58Qtl Qtl Qtl Qtl 1 1 1 1 1032.75 1302.95 7.40 15.90 0.5 30 30 30 516.38 39088.5 222 477

Steel workSteel work in single section in teas and angles etc. Steel work in welded section in teas and angles Extra for priming coat over 603/b Extra for painting coat over 603/b

10 636/f 11 637/f

CH-1012 1003 13 1009/b 14 1010 15 1053

Sub Total Painting and VarnishingCoal Tarring Two Coat with Bitumen Sqm 1 Providing Priming coat on steel work Painting two coat on steel or wood work Lettering with black japan Sqm 1 Sqm 1 Letter/ 1 cm ht 3.3 7.45 10.8 0.25 95 100 100 250

40303.88313.5 745 1080 62.5

Sub Total CH-11 ConcreteCum 1 Cum 1 Cum 1 273.35 -62.05 427.85 75 75 3 16 1113 C.C. in foundation 17 1114/A (i) Deduction from 1114 18 1124 Cement concrete cast in situ

220120501.25 -4653.75 1283.55

Sub Total CH-1219 1225 20 1226 21 1227

17131.05Sqm 10 Cum 1 Cum 1 46.7 17.5 8.75 100 10 78 467 175 682.5

RCCExtra for plastering 6 mm th 1:3 Extra for compaction (labour) Extra for mixer (labour)

Sub Total CH-1322 1308/b 23 1320/b

1324.5Cum 1 Cum 1 493.05 513.15 188 240 92693.4 123156

Brick workBrick work in found.1:6 Brick work in super structure 1:6

Sub Total CH-1524 1510 25 1522

215849.4Sqm 1 Sqm 1 57.4 16.15 340 260 19516 4199

FlooringProviding BOE flooring 1;6 Providing CC flooring 25 mm

CH-1626 1610/c

Sub Total Mosaic and Marble WorkGlass deviding strips 4 mm th. Mtr 1 6.2 315

237151953

Sub Total

1953

SE/C/Estimate

SSE/C/Estimate

XEN/C-/LKO

3

CH-1727 28 29 30 1709/b 1746 1763 1767

Pointing and PlasteringFlush pointing on BOE 1:2 13 mm plaster , 1:6 19mm plaster skirting 1:3 6 mm ceiling plaster 1:3 Sqm Sqm Sqm Sqm 10 10 1 10 51.65 69.25 16.3 46.75 340 1450 20 290 1756.1 10041.25 326 1355.75

CH-1831 1803 32 1812/a 33 1831/a 34 1831/b

Sub Total White washing ,colour washingWhite washing with lime three Sqm 10 coats. Colour washing.three coats Sqm 10 Extra for Ist coat Sqm 10 Extra for 2nd coat Sqm 10 12.9 14.05 0.7 0.35 600 800 290 290

13479.1774 1124 20.3 10.15

CH-2535 2506 36 2505

Sub Total Steel doors and windowsP&F mild steel grills Fixing steel window Kg 1 Sqm 1 13.2 144.55 2000 90

1928.4526400 13009.5

Sub Total

39409.5

2- Analysis of Construction of 03 Unit Gate lodge in Lotha-Bhadohi Doubling .

SN 1 2

Description of work Cost of SOR -1996 items Cost of NS items Total cost

Amount 719273.9 573708.56 1292982.46 per Sqm rate 2071.290625

SE/C/Estimate

SSE/C/Estimate

XEN/C-/LKO

4

Summary of SOR-96 costSN Name of chapter %age above Cost as per SOR - Up dated 96 Amount29215.65 1575.50 8183.75 3177.75 137541.44 5879.92 40225.59 13126.97 470.78 373.21 491.53 413.09

1 2 3 4

All items of chaper 6 of N. R. SOR-1996 All items of chaper 10 of N. R. SOR-1996 All items of chaper 11 of N. R. SOR-1996 All items of chaper 12 except item no. 1216/b of N. R. SOR-1996 All items of chaper 13 of N. SOR-1996 All items of chaper 20 of N. SOR-1996 All items of chaper 21 of N. SOR-1996 All items of chaper 22 of N. SOR-1996 All items of chaper 23 of N. SOR-1996 All items of chaper 24 of N. SOR-1996 All items of chaper 25 of N. SOR-1996 All items of other chapers of N. SOR-1996 R. R. R. R. R. R. R. R.

370.78 273.21 391.53 313.09

5 6 7 8 9 10 11 12

364.42 308.54 320.35 348.67 275.13 320.08 371.81 285.85

79843.25 0.00 0 0 0 945.75 6788.25 29983.52

370808.02 0 0 0 0 3972.91 32027.64 115691.41

464.42 408.54 420.35 448.67 375.13 420.08 471.81 385.85

Total SOR cost

159713.42

719273.9

2- Details of SOR , 96 ItemsSN SOR ,96 Item [ Construction of 03 No- Gate lodge in Lotha-Bhadohi Doubling .] Description of work Unit Per Rate Qty Amount

CH-11 102

Earth workEarth work in excavation Cum 1 11.15 110 1226.5

SE/C/Estimate

SSE/C/Estimate

XEN/C-/LKO

5

2 3 4 5 6 7 8 9

109 112(a) 113 114 115 116 122 123

Extra for excavation Lead of E/W up to 1 Km Extra for every additional lift Extra for waterig &ramming Filling ,watering.&ramming Supplying , filling sand Clearing jungle Clearing Grass

Cum Cum Cum Cum Cum Cum Sqm Sqm

1 1 1 1 1 1 100 100

1.2 13.5 1.3 2.8 3.35 71.05 52.5 27.95

110 40 10 40 75 7 90 90

132 540 13 112 251.25 497.35 47.25 25.16

Sub Total CH-610 601/a 11 603/b 12 13 14 15 635 636/a 636/f 637/f

2844.51Qtl Qtl Cm Qtl Qtl Qtl 1 1 1 1 1 1 1032.75 1302.95 0.65 13.40 7.40 15.90 1 20 2530 1 20 20 1032.75 26059 1644.5 13.4 148 318

Steel workSteel work in single section in teas and angles etc. Steel work in welded section in teas and angles Welding by Electric plant Extra for priming coat over 601/a Extra for priming coat over 603/b Extra for painting coat over 603/b

CH-1016 1003 17 1009/b 18 1010 19 1053

Sub Total Painting and VarnishingCoal Tarring Two Coat with Bitumen Sqm 1 Providing Priming coat on steel work Painting two coat on steel or wood work Lettering with black japan Sqm 1 Sqm 1 Letter/ 1 cm ht 3.3 7.45 10.8 0.25 20 130 90

29215.650 149 1404 22.5

Sub Total CH-11 ConcreteCum 1 Cum 1 Cum 1 Sqm 10 273.35 -62.05 427.85 232.7 28 9 2 10 20 1113 C.C. in foundation 21 1114/A (i) Deduction from 1114 22 1124 23 1133 Cement concrete cast in