cc road & side drain

7/30/2019 CC Road & Side Drain

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CONVEYANCE CHARGES PAGE NO : 1 of 20


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Estimate cost: 21.70 Lakhs

1

2

3

4 Providing of Side Drain with CC in M15 grade in the village portion where needed

Assistant Engineer Deputy Executive Engineer

TWS: Sudimalla TWSD: Sudimalla

Forming embankment with carted earth of 6.0 km lead and excavated soil from drain for correcting

undulations and grade of the existing surface

Laying of Granular Sub Base with gravel and sand mix / WBM with Gr II crushed material whereverrequired.

Executive Engineer

TW Division, Bhadrachalam

SPECIFICATION REPORT

Name of the Work : Providing CC Internal Roads & Side Drains Googgela Srinu house to Mukthi

Chinna Muthaiah house at Tekulagudem habitation of Tekulagudem GP in Singareni Mandal in

The estimate is prepared as per the Guidelines of MGNREGS Works on basis of CSOR 2011-12

and RSSR with the following provisions.

The estimate is prepared with the SOR 2011-12 and RSSR. The work shall be carried out as per

APSS/MORD specifications.

The Work has been administratively approved Vide Proc. No. of the District Collector,

Khammam under the MGNREGS for the year 2011-12

Providing CC Road, 2.50 m wide and 0.125 m thick, with M20 grade concrete and granular

Shoulders, 1.00 m wide and 0.10 m thick, on both sides.


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Note :

General Information :

1

2

3

4

5

6

7

S.

NoName of the material Lead in Kms

1 Sand for fi ll ing 36.00

2 Sand for Mortor 36.00

3 Aggregate 20 to 10 mm HBG Metal 39.00

4 19-22mm HBG Metal 39.00



7 225 mm Rough stone of OTG variety 10.00

8 225 mm Rough stone of HBG variety 10.00

9 RCC NP3 Pipes 39.00

10 Gravel 10.00

11 Cement 0.00

12 Steel 0.00

D) Quarries and Leads

Tekulagudem

Name of the Habitation

From

5. The detailed estimate, data sheet and lead statement prepared manually outside the computer should be

tied to the computer generated estimate.

Anishettipally

Total lenth of the proposed road (m)

Name of the Gram Panchayat

Bhadrachalam

Road connecting:

Local

Tekulagudem

Tekulagudem

Rural Development DepartmentNREGS - AP

1. The Estimate should be prepared habitation wise

DCC (Departmental Computer Center)

Name of the Mandal

Input Data Sheet for the work

Singareni

Total drain length proposed (m)

4. The Specification of MS name boards has to be in detail in data sheet

310.00

Local

At site

Number of Habitation Covered by this road

Population being served by this road

1

646



Khammam district

Local

Khammam

Khammam

Anishettipally

Providing Internal Roads with CC Drains in SC ST Colonies

2. The entire length of the road shall be covered in one estimate

3. Wherever gravel thickness is partly existing, provide gravel of 100 mm loose thickness.

Khammam

Name of the quarry

Khammam

No of locations for 600 mm dia hume pipes 2

Khammam

Tekulagudem

Tekulagudem

Khammam

745.00

Name of Habitations covered by this road

To


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Sl.

No.Task Name Unit Qty. Rate Amount

3 Forming embankment with approved material obtained

from borrowpits with a lead 6000 meters useful from

outside road boundary by mechanical means upto SDR

with all leads and lifts, including pre-watering of soil at

borrow area, removal of top soil, excavation and

conveyance of soils and depositing the soil on the

embankment, spreading, breaking clods, sectioning, Cum 233.00 137.00 31921.00

4 CCRW02. Engaging Unskilled Labour for for filling

foundations with sand but excluding conveyance of sand

(RSSR) Cum 68.00 14.00 952.00

5 CCRW03. Cost and conveyance of sand for filling

including all charges but excluding labour charges for

filling (CSSR) Cum 68.00 581.57 39547.00

6 CCRW04.Providing plain cement concrete M15 using

20mm to 12mm Graded HBG crushed Metal with 250 Kgs

of cement per 1cum of concrete, including C/c of all

materials, curing ,labour charges etc., complete as per

drawings & tech. specifications Clause 802, 803, 1202 &

1203 as per clause 800 & 1200 (1) of MORD and guidelinesFor side drains Cum 280.00 3528.79 988062.00

7 CCRW05.RCC M- 20 Nominal mix using 20mm to 12mm

Graded size crushed hard granite metal including C/C

of all materials, taxes ,operational, incidental and labour

charges such as machine mixing, laying concrete, curing

etc.,complete but excluding cost of steel and its

fabrication charges for finished item of work for slab over

drain Cum 23.00 4795.92 110306.00

8 CCRW06.Supplying, fitting and placing HYSD bar

reinforcement in slab over drain complete and technical

specifications including fabrication chargeskg 1380.00 48.31 66665.00

9 CCRW07.Supply and collection of well graded granular

material (i.e. 66% of gravel having stone aggregate of 9.5mm to 4.75 mm size, and 34% of sand of size less than

2.6mm) with CBR not


5/20

13 CCRW11.Spreading the collected mixer of stone

aggregates in uniform thicknesses and good gravel for

blindage, hand packing and rolling with 8-10T Power

Road Roller in stages to proper grade and camber with

required waterings and keeping the rolled surface wet for

a period of 15 days including brooming.(100mm loose to

75mm compacted) (CSSR) Cu.m 17.00 326.09 5543.00

14 CCRW12.Construction of un-reinforced, dowel jointed at

expansion and construction joint only, PCC pavement

thickness as per design over a prepared sub base usingM20 grade, coarse and fine aggregates confirming to IS

383including all labour charges etc. complete(CSSR)

Cu.m 97.00 4660.54 452073.00

15 CCRW13.Providing Mastic Pads of size .6mX1.2 M of

12.7mm thick as per CSSR Sq.m 7.00 461.00 3227.00

16 CCRW14.Supply and fixing of KM stones including painting

and required lettering each 0.00 340.00 0.00

17 CCRW15.Supply and fixing of HM stones including painting

and required lettering each 0.00 180.00 0.00

18 CCRW16.Supply and fixing of MS name board of size

2feet.6inch x4feet including painting and required

lettering each 1.00 6000.00 6000.00

19 Supply and delivery of RCC NP3 pipes of 0.60m dia

including necessary collars and conveyance charges

(CSSR) m 10.00 2250.00 22500.00

20 Laying and fixing of RCC NP3 pipes of 0.45 / 0.60 / 0.90m

dia including labour charges(CSSR) m 10.00 37.82 378.00

1920848.00

Other Provisions (OP) :S.

No

Task Name with Task Code Units Qty Rate Amount(Rs.)

1 CCRW17. OP04 Seigniorage charges of gravel Cum 213.41 22.00 4695.00

2 CCRW18 .OP02.Seignorage charges on quantity of metal Cum 364.34 50.00 18217.00

3 CCRW19. OP03.Seignorage charges on quantity of sand Cum 377.07 40.00 15083.00

4 CCRW21. OP01 VAT @ 5% Rs. 1920848.00 5% 96042.00

5 CCRW22. OP06 Q.C. charges @ 0.50% Rs. 1920848.00 0.50% 9604.00

6 CCRW23. Provi sion for price escalation cement and steel 1920848.00 5% 96042.00

Sub Total 239683.00

7 Add L.S. U/F Items 9469.00

Grand Total Rs: 2170000.00

Assistant Engineer Deputy Executive Engineer Executive Engineer

TWS: Sudimalla TWSD: Sudimalla TW Division, Bhadrachalam


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Length

(m)Width (m)

Thicknes

s(m)

1 2 4 5 6 7 8 9 10

1

For side drain 1 x 1 745.00 0.90 0.85 569.93

569.93

Say 570.00 102.81 Cum 58603.00

2

285.00

285.00

Say 285.00 18.86 Cum 5376.00

3

for levelling of existing surface for CC

road

1 x 1 310.00 5.00 0.15 232.50

232.50

Say 233.00 137.00 Cum 31921.00

4

For side drain 1 x 1 745.00 0.90 0.10 67.05

67.05

Say 68.00 14.00 Cum 952.00

5

For side drain 1 x 1 745.00 0.90 0.10 67.05

67.05

Say 68.00 581.57 Cum 39547.00

6

for bottom 1 x 1 745.00 0.90 0.15 100.58

for side walls - road side 1 x 1 745.00 (0.20+0.25)/2

0.60 100.58

for side walls - house side 1 x 1 745.00 (0.15+0.20)/2

0.60 78.23

279.38

Say 280.00 3528.79 Cum 988062.00

CCRW02. Engaging UnskilledLabour for for filling foundations with sand but

excluding conveyance of sand (RSSR)

CCRW03. Cost and conveyance of sand for filling including all charges but

excluding labour charges for filling (CSSR)

CCRW04. Providing plain cement concrete M15 using 20mm to 12mm Graded

HBG crushed Metal with 250 Kgs of cement per 1cum of concrete, including

C/c of all materials, curing ,labour charges etc., complete as per drawings &

tech. specifications Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1)

of MORD and guidelines For side drains

for side earth of drain excavation @ 50%

Amount

CCRW01.Engaging Unskilled Labour for earth work excavation in

ordinary soils at site with initial lead & initial lift and breaking clodsand sectioning for formation of embankment (RSSR) - For Foundation

RT15-Compaction of newly formed embankment in layers upto OMC

to meet requirement of tables 300.1 and 300.2 as per technical

specification (clause 301.5) including conveyance of water using 8

to 10T Power Road Roller and skil led labour charges . (CSSR)

Forming embankment with approved material obtained from borrowpits with

a lead 6000 meters useful from outside road boundary by mechanical means

upto SDR with all leads and lifts, including pre-watering of soil at borrow area,

removal of top soil, excavation and conveyance of soils and depositing the

soil on the embankment, spreading, breaking clods, sectioning, grading and

consilodation with vibratory roller at OMC to meet the requirement of table

300-2 of MoRT&H and table 300.1 and 300.2, of MORD including all hire and

operational charges of T&P and seigniorage charges, as per MoRT&H

specification 305 (4th revision) 301.5 of MORD complete for finished item of

work.

Measurments

Nos.

Detailed and Abstract Estimate

Name of the Work : Providing CC Internal Roads & Side Drains Googgela Srinu house to Mukthi Chinna

Muthaiah house at Tekulagudem habitation of Tekulagudem GP in Singareni Mandal in Khammam

Sl.

No. Description of Item

3

Qty. Rate Per


7/20

7

2 x 75 2.00 0.75 0.10 22.50

22.50

Say 23.00 4795.92 Cum 110306.

8

For Side Drain

9

for sub-base 1 x 1 310.00 2.80 0.192 166.66

for shoulders 1 x 2 310.00 1.00 0.125 77.50

for WBM blindage 1 x 1 78.00 2.80 0.019 4.10

248.25

Say 249.00 318.15 Cum 79219.

10

for sub-base 1 x 1 310.00 2.80 0.192 166.66

for shoulders 1 x 2 310.00 1.00 0.125 77.50

for WBM blindage 1 x 1 78.00 2.80 0.019 4.10

248.25

Say 249.00 14.70 Cum 3660.

11

for sub-base 1 x 1 310.00 2.80 0.150 130.20

for shoulders 1 x 2 310.00 1.00 0.100 62.00

192.20

Say 193.00 93.64 Cum 18073.

12

1 x 1 78.00 2.80 0.100 21.84

21.84

Say 22.00 1306.52 Cum 28743.

13

CCRW07.Supply and collection of well graded granular material (i.e. 66% of

gravel having stone aggregate of 9.5 mm to 4.75 mm size, and 34% of sand

of size less than 2.6mm) with CBR not


8/20

1 x 1 78.00 2.80 0.075 16.38

16.38

Say 17.00 326.09 Cum 5543.

14

1 x 1 310.00 2.50 0.125 96.88

96.88

Say 97.00 4660.54 Cum 452073.

15

1 x 21 2.50 0.125 6.46

6.46

Say 7.00 461.00 Sqm 3227.

16

2 x 2 2.50 10.00

10.00Say 10.00 2250.00 m 22500.

17

2 x 2 2.50 10.00

10.00

Say 10.00 37.82 m 378.

18

1 x 1 1.00

1.00 6000.00 each 6000.

1920848.0

Assistant Engineer Deputy Executive Engineer Executive Engineer

TWS: Sudimalla TWSD: Sudimalla TW Division, Bhadrachalam

CCRW13.Providing Mastic Pads of size .6mX1.2 M of 12.7mm thick as per CSSR

CCRW Supply and delivery of RCC NP3 pipes of 0.60m dia including

necessary collars and conveyance charges (CSSR)

CCRW Laying and fixing of RCC NP3 pipes of 0.45 / 0.60 / 0.90m dia including

labour charges(CSSR)

CCRW16.Supply and fixing of MS name board of size 2feet.6inch x4feet

including painting and required lettering

CCRW12.Construction of un-reinforced, dowel jointed at expansion and

construction joint only, PCC pavement thickness as per design over a

prepared sub base using M20 grade, coarse and fine aggregates confirming

to IS 383including all labour charges etc. complete(CSSR)

Total Rs:


9/20

Sl.

No.Task Name Unit Qty. Rate Amount

1 3 4 5 6 7

1

CCRW01.Engaging Unskil led Labour for earth work excavation in

ordinary soils at site with initial lead & initial l ift and breaking clods

and sectioning for formation of embankment (RSSR)

Rate as per RSSR (MREGS) Cum 1.00 58.75 58.75

Add 75% extra for foundation Cum 0.75 58.75 44.06

102.81

2CCRW02.Engaging unskilled labour for Filling foundation with sand

but excluding conveyance of sand (RSSR)

Add for Refilling charges Cum 1.00 14.00 14.00

14.00

3 CCRW03.Cost and conveyance of sand for fi lling including allcharges but excluding labour charges for filling.(CSSR)

Sand for filling Cum 1.20 484.64 581.57

581.57

4

CCRW04.Providing plain cement concrete M15 using 20mm to

12mm Graded HBG crushed Metal with 250 Kgs of cement per

1cum of concrete, including C/c of all materials, curing ,labour

charges etc., complete as per drawings & tech. specifications

Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD

and guidelines For side drains

(a) Material

Cement T 0.250 5300.00 1325.00

Coarse sand cum 0.480 559.64 268.63

20 mm aggregate cum 0.480 1411.98 677.75

12 mm aggregate cum 0.320 1216.98 389.43

(b) Labour

Mason (1st Class) day 0.100 356.25 35.63

Mazdoor (Unskilled) day 1.390 268.75 373.56

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.400 345.00 138.00

3207.99

(d) Formwork @ 10% on cost of material, labour and machinery

(a+b+c)10% 3207.99 320.80

3528.79

5

CCRW05.RCC M- 20 Nominal mix using 20mm to 12mm Graded size

crushed hard granite metal including C/C of all materials, taxes

,operational, incidental and labour charges such as machine

mixing, laying concrete, curing etc.,complete but excluding cost of

steel and its fabrication charges for finished item of work for slab

over drain

(a) Material

Cement t 0.330 5300.00 1749.00

DATA SHEET (2011-12)




10/20

Coarse sand cum 0.45 559.64 251.84

20 mm aggregate cum 0.54 1411.98 762.47

12 mm aggregate cum 0.36 1216.98 438.11

(b) Labour

Mason (1st Class) day 0.10 356.25 35.63


(c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.40 345.00 138.00

Generator 33 KVA hour 0.40 620.00 248.00

3996.60

d) Formwork @ 20% on cost of material, labour and machinery

(a+b+c)20% 3996.60 799.32

4795.92

6

CCRW06.Supplying, fitting and placing HYSD bar reinforcement in

slab over drain complete and technical specifications including

fabrication charges

(b) Labour for cutting, bending, shifting to site, tying, and placing in

osition

Blacksmith / Rod binder day 3.000 325.00 975.00


Rate per MT 48308.25

Rate per Kg 48.31

7

CCRW07.Supply and collection of well graded granular material

(i .e. 66% of gravel having stone aggregate of 9.5 mm to 4.75 mm

size, and 34% of sand of size less than 2.6mm) with CBR not


11/20

Rate Per 1 Cum 93.64

10

CCRW10.Supply and collection of mixer of stone aggregates

having 50% of 60-63mm HBG metal , 46% of 40-45mm HBG metal

and 4% of 19-22mm HBG metal including cost ,conveyance,

loading, unloading and stacking to departmental gauge for pre

measurements for WBM Grade-II surfaceas per MORD standards(

100mm Loose thick)(CSSR)

By Manual Means

Taking outpur = 360 Cum

Cost of Materials

Cost of 60 - 63mm HBG Metal (50% 529.20) Cum 264.60 727.85 192589.11



Binding Materail (Gravel) @0.06Cum per 10Sqm Cum 28.80 129.12 3718.66

Rate Per 360 Cum 470347.37


11

CCRW11.Spreading the collected mixer of stone aggregates in

uniform thicknesses and good gravel for blindage, hand packing

and rolling with 8-10T Power Road Roller in stages to proper grade

and camber with required waterings and keeping the rolled

surface wet for a period of 15 days including brooming.(100mmloose to 75mm compacted) (CSSR)

By Manual Means

Taking outpur = 360 Cum

a) Labour

Mate Day 10.08 325.00 3276.00

Mazdoor (skilled) Day 2.00 325.00 650.00

Mazdoor (Unskilled) Day 250.00 268.75 67187.50

b) Machinery

Three wheel 80-100 KN Static roller at 10cum per hour Hour 45.00 844.40 37998.00

Eater tanker 6KL Capacity Hour 24.00 345.00 8280.00

Rate Per 360 Cum 117391.50


12

CCRW12.Construction of un-reinforced, dowel jointed at expansion

and construction joint only, PCC pavement thickness as per design

over a prepared sub base using M20 grade, coarse and fine

aggregates confirming to IS 383including all labour charges etc.

complete(CSSR)

Unit = cum

Taking output = 75 cum (172.50 t)

(100 x 3.75 x 0.200)

a)Labour

Mate day -

Mason (1st class) day 5.00 356.25 1781.25Mason (2nd class) day 5.00 325.00 1625.00


Mazdoor (Skilled) day 6.00 325.00 1950.00

Surveyor day 2.00 500.00 1000.00

Mazdoor (Semi-Skilled) day 6.00 268.75 1612.50

Blacksmith for cutting of dowel bars including removal of burrs,

fabrications & fixing of dowel bars.day 1.00 325.00 325.00

b) Machinery 0.00

Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh

batcher and suitable capacity calibrated water tankhour 36.00 345.00 12420.00


12/20

Needle vibrator 40mm (petrol) hour 9.00 120.40 1083.60

Screed vibrator hour 9.00 40.00 360.00

Plate vibrator hour 9.00 40.00 360.00

Concrete joint cutting machine for initial & final cuts hour 4.00

Water tanker 6 kl capacity hour 5.00 345.00 1725.00

Air Compressor (1 hour initial + 1 hour final) hour 2.00 370.00 740.00

c) Material

Crushed stone coarse aggregates, grading will be as per Clause

1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum ofconcrete (25 mm & 12.5 mm blending)

cum 67.50 1304.48 88052.06

Sand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45

cum/cum of concretecum 33.75 559.64 18887.85

Cement @ 310 kg/cum of concrete t 26.25 5300.00 139125.00

Polythene sheet 125 micron sqm 412.50 25.00 10312.50

Mild steel dowel bar 25 mm dia of grade S 240. 500 mm long 20 Nos.

at culvert/bridge slab and at construction joint including 5 per cent

wastage.

(4 x 20 x 0.500) + 5 per cent wastage = 42 m @ 2.80 kg per m = 117.6

kg.t 0.118 40500.00 4762.80

Bitumen primer @ 200 ml per joint for 23 joints t 0.005 37784.74 188.92

Bituminous sealant 800 ml per joint for 23 joints litre 19.00 55.00 1045.00Jute rope 12 mm dia including 5 per cent wastage m 90.00 10.00 900.00

Debonding strips 3.75 m (length) x 10 mm (width) x 5 mm (thick) cut-

out of rubber fi ller board or simi lar material including 5 per cent

wastage

m 90.00 10.00 900.00

Polythene sheathing, covering 2/3rd dowel bars (20x23) and tight fit

including 5 per cent wastageNo. 483.00 1.00 483.00

Plasticizer 0.5 per cent by weight of cement (M.180, P.336) litre 122.00 54.00 6588.00

Curing compound (if used) @ 0.33 litre per sqm litre 131.25 0.00 0.00

Water for curing kl 18.00 70.00 1260.00

Joint filler board 20 mm thick as per IS:1838

(4 x 3.75 x 0.200 = 3 sqm)sqm 3.00 520.00 1560.00

(a+b+c) 339359.99d) Formwork @ 3% of (a+b+c) 3% 339359.99 10180.80

Rate per 75 Cum 349540.79

Rate per Cum 4660.54

13CCRW13.Providing Mastic Pads of size 0.60mX1.20m of 12.70mm

thick as per CSSR

Rate as per SSR Page No. 84 S.No. 896 Sqm 1.00 461.00 461.00

461.00

14CCRW14.Supply and fixing of KM stones including painting and

required letteringNos 1.00 340.00 340.00

15CCRW15.Supply and fixing of HM stones including painting and

required lettering

Nos 1.00 180.00 180.00

16CCRW16.Supply and fixing of MS name board of size 2feet.6inch

x4feet including painting and required lettering

Nos 1.00 6000.00 6000.00


13/20

17

RT10-Engaging USL for earth work excavation in ordinary soils ATQUARRY for Carting Earth and Loading into tractors with initial lead

for formation of embankment - (RSSR)

71.08

71.08

18

RT13-Conveyance of Carted Earth including unloading and

stacking to Departmental gauge for pre-measurements with lead

upto 500 mtrs. (CSSR)

30.00

30.00

19RT14-Engaging USL for spreading of stable carted earth and

sectioning to required camber (RSSR)14.70

14.70

20

RT15-Compaction of newly formed embankment in layers upto

OMC to meet requirement of tables 300.1 and 300.2 as per

technical specification (clause 301.5) including conveyance of

water using 8 to 10T Power Road Roller and skilled labour charges .

(CSSR)

17.51

Taking out 100 Cum

Labour

MATE 0.02Nos 260.00/1No 5.20

Mazdoor 0.50Nos 215.00/1No 107.50

Add Area allowance 25% 28.17

Water Tanker 6 Km, 2 Hours 345.00/1Hour 690.00

Road Roller 8-10 Tons 1.25 H, 844.40/1H 1055.50

1886.37

Each Cum Rs 18.86

21PC10 Supply and delivery of RCC NP3 pipes of 0.60m dia

including necessary collars and conveyance charges (CSSR)

Cost of NP3 class pipes Rmt 7.50 1983.00 14872.50

Cost of Collars Nos 2 353.00 706.00

Conveyance charges Rmt 7.50 172.40 1293.00

Rate for 7.5 Rmt 16871.50

Rate for 1 Rmt 2250.0022

PC12 /13/14 Laying and fixing of RCC NP3 pipes of 0.45 m dia

including labour charges(CSSR)

0.45 mt dia

Rate as per CSSR Rm 1 37.82

Deduct 20% -7.56

30.26

23PC12 /13/14 Laying and fixing of RCC NP3 pipes of 0.60 m dia

including labour charges(CSSR)

0.60 mt dia

Rate as per CSSR Rm 1 47.28

Deduct 20% -9.46

37.82

Cha

pter-

4

Page-

297&

298

Unit = cum

Taking output = 10cum

a)Labour

Forming embankment with approved material obtained from borrowpits with a lead 6000

meters useful from outside road boundary by mechanical means upto SDR with all leads and

lifts, including pre-watering of soil at borrow area, removal of top soil, excavation and

conveyance of soils and depositing the soil on the embankment, spreading, breaking clods,

sectioning, grading and consilodation with vibratory roller at OMC to meet the requirement of

table 300-2 of MoRT&H and table 300.1 and 300.2, of MORD including all hire and operational

charges of T&P and seigniorage charges, as per MoRT&H specification 305 (4th revision) 301.5 of

MORD complete for finished item of work. (Payment will be made based on level for finished item

of work).


14/20

Mate day -


b) Machinery 0.00

Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour hour 0.167 1808.50 302.02

Tipper 5.5 cum with 10 t capacity (L=actual lead) tkm 96.000 4.35 417.60

Dozer D-50 for spreading @ 200 cum per hour hour 0.050 1081.19 54.06

Mortor grader for grading @ 200 cum per hour hour 0.100 2600.00 260.00

Water tanker 6 kl capacity hour 0.400 345.00 138.00

Vibratory Roller 80 - 100 kN @ 100 cum per hour hour 0.100 1704.60 170.46

1367.62

Rate per cum = (a+b+c+d)/10 136.76

Rate per cum Say 137.00

Assistant Enginner Deputy Executive Engineer


Executive Engineer



15/20

25%

1 2 3 4 5 6 7 8 9 10 11

160 to 63mm IRC and MORTH

HBG metalGudem 39 306.55 351.30 70.00 0.00 0.00 727.85 Per Cu

2 50 to 55 mm -do- Gudem 39 306.55 381.30 70.00 0.00 0.00 757.85 Per Cu

3 40 to 45mm -do- M/C Gudem 39 306.55 491.30 70.00 122.83 0.00 990.68 Per Cu

4 25 to 27 mm -do- M/C Gudem 39 306.55 821.30 70.00 205.33 0.00 1403.18 Per Cu



7 9.5 to 11.20mm -do- M/C Gudem 39 306.55 551.30 70.00 137.83 0.00 1065.68 Per Cu


9 2.36 to 5mm -do- M/C Gudem 39 306.55 251.30 70.00 62.83 0.00 690.68 Per Cu

102.36mm and below size (HGB

Stone Chips)Gudem 39 306.55 227.30 0.00 0.00 0.00 533.85 Per Cu

11SS Revetment work 300mm

OTGLocal 10 76.62 101.30 67.00 0.00 0.00 244.92 Per Cu

12SS Revetment work 300mm

HBGLocal 10 76.62 127.30 0.00 0.00 0.00 203.92 Per Cu

13 Quarry rubbish Local 39 306.55 41.80 0.00 0.00 0.00 348.35 Per Cu

14 Gravel Local 10 76.62 52.50 0.00 0.00 0.00 129.12 Per Cu

15 40mm SS-5 HBG M/C metal Gudem 39 306.55 491.30 70.00 122.83 -8.70 981.98 Per Cu

L E A D C H A R T

Name of the Work : Providing CC Internal Roads & Side Drains Googgela Srinu house to Mukthi Chinna Muthaiah house at Tekulagude

AS PER SCHEDULE OF RATES FOR BUILDINGS / IRRIGATION FOR THE YEAR 2011 - 2012

Allowa

Sl.

No.

Conveyan

ce

Charges

Blasting

Charges

Machine

Crushing

Charges

@ 25%

Deduct

from

conveyan

ce

FOR CC drain /Pavement/CD WORKS

TotalSource of

MaterialDescription

Lead in

KmUnit p

Initialrate

ex

cluding

st

acking


16/20

16 25mm -do- Gudem 39 306.55 819.30 70.00 204.83 -8.70 1391.98 Per C

17 20mm -do- Gudem 39 306.55 835.30 70.00 208.83 -8.70 1411.98 Per C

18 12mm -do- Gudem 39 306.55 679.30 70.00 169.83 -8.70 1216.98 Per C

19 10mm -do- Gudem 39 306.55 551.30 70.00 137.83 -8.70 1056.98 Per C

20 6 mm -do Gudem 39 306.55 419.30 70.00 104.83 -8.70 891.98 Per C

21 Sand for Mortor Local Vagu 36 285.64 279.50 -5.50 559.64 Per C

22 Sand for Filling Local Vagu 36 285.64 204.50 -5.50 484.64 Per C

23 HYSD Steel (Fe 415) At site 0 42500.00 42500.00 Per

24 6mm Mild Steel At site 0 40500.00 40500.00 Per

25 Cement At site 0 5300.00 5300.00 Per

26 RCC Hume pipe 900mm dia Mancherial 39 348.50 4049.00 4397.50 Per R

27 RCC Hume pipe 600mm dia Mancherial 39 348.50 1983.00 2331.50 Per R

CERTIFICATES:-

1

23

GRADED METAL OF 20mm for Concrete Work GRADED METAL for Granolithic Work

Mason 1st Class 285 0.25 71.25 356.25

Mason 2nd Class 260 0.25 65.00 325.00

Man Mazdoor 215 0.25 53.75 268.75

Woman Mazdoor 215 0.25 53.75 268.75

Surveyor 400 0.25 100.00 500.00

Executive Engineer


Assistant Engineer Deputy Executive Engineer


Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal

Note :- Rates of CEMENT and STEEL for the Month of September 2011

Certified that the above leads are true and correct to the best of my knowledge

Certified that the 40mm, 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing


17/20

Pipes

1 117.300

2 117.300

3 117.300

4 117.300

5 117.300

6 124.100

7 130.900

8 137.700

9 144.500

10 151.300

11 158.100

12 164.900

13 171.700

14 178.500

15 185.300

16 192.100

17 198.900

18 205.700

19 212.50020 219.300

21 226.100

22 232.900

23 239.700

24 246.500

25 253.300

26 260.100

27 266.900

28 273.700

29 280.500

30 287.300

31 294.10032 300.900

33 307.700

34 314.500

35 321.300

36 328.100

37 334.900

38 341.700

39 348.500

40 355.300

41 362.100

42 368.900

43 375.700

44 382.500

45 389.300

46 396.100

47 402.900

48 409.700

49 416.500

50 423.300

51 430.100

52 436.900

53 443.700


18/20

54 450.500

55 457.300

56 464.100

57 470.900

58 477.700

59 484.500

60 491.300

61 498.100

62 504.900

63 511.700

64 518.500

65 525.300

66 532.100

67 538.900

68 545.700

69 552.500

70 559.300

71 566.100

72 572.900

73 579.700

74 586.50075 593.300

76 600.100

77 606.900

78 613.700

79 620.500

80 627.300

81 634.100

82 640.900

83 647.700

84 654.500

85 661.300

86 668.10087 674.900

88 681.700

89 688.500

90 695.300

91 702.100

92 708.900

93 715.700

94 722.500

95 729.300

96 736.100

97 742.900

98 749.700

99 756.500

100 763.300

101 770.100

102 776.900

103 783.700

104 790.500

105 797.300

106 804.100

107 810.900

108 817.700


19/20

109 824.500

110 831.300

111 838.100

112 844.900

113 851.700

114 858.500

115 865.300

116 872.100

117 878.900

118 885.700

119 892.500

120 899.300

121 906.100

122 912.900

123 919.700

124 926.500

125 933.300

126 940.100

127 946.900

128 953.700

129 960.500130 967.300

131 974.100

132 980.900

133 987.700

134 994.500

135 1001.300

136 1008.100

137 1014.900

138 1021.700

139 1028.500

140 1035.300

141 1042.100142 1048.900

143 1055.700

144 1062.500

145 1069.300

146 1076.100

147 1082.900

148 1089.700

149 1096.500

150 1103.300

151 1110.100

152 1116.900

153 1123.700

154 1130.500

155 1137.300

156 1144.100

157 1150.900

158 1157.700

159 1164.500

160 1171.300

161 1178.100

162 1184.900

163 1191.700


20/20

164 1198.500

165 1205.300

166 1212.100

167 1218.900

168 1225.700

169 1232.500

170 1239.300

cc road & side drain

Documents