CC Roads ( Morth ) Phase I( R&B) 16-10-2010

DETAILED CUM ABSTRACT ESTIMATE

Name of the work : Providing C.C Roads to IHSDP Phase - I Housing Colony ( G + 2 ) at R&B Site- of Rajahmundry Municipal Corporation, East Godavari Dist.,

Est. Amount: Rs. 33.50 Lakhs

S.No Description of Item of workMeasurements

Qty Unit Per RateNo L B D

1 2 3 4 5 6 7 8 91

For Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 6.15 0.15 187.27 - do - 1 x 1 120.00 6.15 0.15 110.70 - do - 1 x 1 86.00 6.15 0.15 79.34 - do - 1 x 1 81.00 6.15 0.15 74.72For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 5.60 0.15 165.48 - do - 1 x 1 66.00 5.60 0.15 55.44 - do - 1 x 1 43.00 5.60 0.15 36.12 - do - 1 x 1 40.00 5.60 0.15 33.60For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.15 100.80

843.46 Cum 1 40.202 Dry rolling the formating of road by earth work with power roller of

8 to 10 Ton capacity etc., complete.For Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 6.15 1248.45 - do - 1 x 1 120.00 6.15 738.00 - do - 1 x 1 86.00 6.15 528.90 - do - 1 x 1 81.00 6.15 498.15For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 5.60 1103.20 - do - 1 x 1 66.00 5.60 369.60 - do - 1 x 1 43.00 5.60 240.80 - do - 1 x 1 40.00 5.60 224.00For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 672.00

5623.10 Sqm 10 6.30

3

For Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 0.225 171.28 - do - 1 x 1 120.00 3.75 0.225 101.25 - do - 1 x 1 86.00 3.75 0.225 72.56 - do - 1 x 1 81.00 3.75 0.225 68.34For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 0.225 166.22 - do - 1 x 1 66.00 3.75 0.225 55.69 - do - 1 x 1 43.00 3.75 0.225 36.28 - do - 1 x 1 40.00 3.75 0.225 33.75For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.225 151.20For side berms:For Road 30' ( 9.10 mtrs ) wide 1 x 2 203.00 1.20 0.225 109.62 - do - 1 x 2 120.00 1.20 0.225 64.80 - do - 1 x 2 86.00 1.20 0.225 46.44

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including seignioarge charges for finished item of work for trench cutting as per MoRT&H specification 301(4th Revision) and as directed by the Dept.

Construction of Gravel Base / shoulders including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compacting with vibratory roller to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H Specification 401& 407 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).



- do - 1 x 2 81.00 1.20 0.225 43.74For Road 20' ( 6.10 mtrs ) wide 1 x 2 197.00 0.91 0.225 80.67 - do - 1 x 2 66.00 0.91 0.225 27.03 - do - 1 x 2 43.00 0.91 0.225 17.61 - do - 1 x 2 40.00 0.91 0.225 16.38

1262.86 Cum 1 425.00

4

For Ist LayerFor Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 0.075 57.09 - do - 1 x 1 120.00 3.75 0.075 33.75 - do - 1 x 1 86.00 3.75 0.075 24.19 - do - 1 x 1 81.00 3.75 0.075 22.78For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 0.075 55.41 - do - 1 x 1 66.00 3.75 0.075 18.56 - do - 1 x 1 43.00 3.75 0.075 12.09 - do - 1 x 1 40.00 3.75 0.075 11.25For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.075 50.40

285.53 Cum 1 1154.00

5

For IInd LayerFor Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 0.075 57.09 - do - 1 x 1 120.00 3.75 0.075 33.75 - do - 1 x 1 86.00 3.75 0.075 24.19 - do - 1 x 1 81.00 3.75 0.075 22.78For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 0.075 55.41 - do - 1 x 1 66.00 3.75 0.075 18.56 - do - 1 x 1 43.00 3.75 0.075 12.09 - do - 1 x 1 40.00 3.75 0.075 11.25For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.075 50.40

285.53 Cum 1 1368.00

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of Grade - II - IRC & MoRT&H - H.B.G Metal (Machine crushed metal for 45mm and below) as per Table 400-7&9 of MoRT&H Specification 404 of 4th revision for Water Bound Macadam specification including cost, conveyance and seignorage charges and spreading in uniform thickness, hand packing, rolling with Vibratory Road Roller 8- 10 Tonnes in stages to proper grade and camber applying and brooming requisite type ' A ' screenings as per table 400-8&9 and binding materials as to fill up the interstices of coarse aggregates,watering and compacting to the required density for finished item of work as per MoRT&H specification 404 (4th revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)

Providing, Laying, Spreading for a compacted thickness of 75 mm, using stone aggregates of Grade - III - IRC & MoRT&H - H.B.G Machine crushed metal as per Table 400-7& 9 of MoRT&H Specification 404 of 4th revision for Water Bound Macadam specification including cost, conveyance and seignorage charges and spreading in uniform thickness, hand packing, rolling with Vibratory Road Roller 8- 10 Tonnes in stages to proper grade and camber applying and brooming requisite type ' B ' screenings as per table 400-8&9 and binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density for finished item of work as per MoRT&H specification 404 (4th revision) and as directed by the Engineer-in-Charge (Payment will be made based on levels for finished item of work)



6

For PavementsFor Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 0.15 114.19 - do - 1 x 1 120.00 3.75 0.15 67.50 - do - 1 x 1 86.00 3.75 0.15 48.38 - do - 1 x 1 81.00 3.75 0.15 45.56For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 0.15 110.81 - do - 1 x 1 66.00 3.75 0.15 37.13 - do - 1 x 1 43.00 3.75 0.15 24.19 - do - 1 x 1 40.00 3.75 0.15 22.50For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.15 100.80

571.05 Cum 1 1480.007

For Roads 1 x 400 3.75 0.02 30.0030.00 Sqm 1 499.00

8 Cost and Supply of Cement 5025 Bag 1 160.00L S ProvisionsProvision for VAT at 4.00%Provision for insurance 0.52%Provision for labour cess 1.00%Provision for Sevice Tax @ 4.12%Admn.charges @ 7.50%Provision towards unforeseen items

TOTAL ESTIMATED VALUE Rs.

Executive Engineer ( Urban) Deputy Executive Engineer(Urban) Assistant Engineer(Urban)A.P . State Housing Corporation A.P . State Housing Corporation A.P . State Housing Corporation

Rajahmundry Rajahmundry Rajahmundry

Vibrated CC M 30 grade mix using 60% of 20mm & 40% of 40mm HBG metal mechanically mixed including cost and conveyance of all materials to site ,Seignorege and all operational charges,Labour charges such as centring , Form work , mixing ,Laying,Vibrating ,Curing etc.,but excluing cost of cement @ 440Kg/Cum complete for finished item of work

Cost and supply of Mastic pads 20mm thick ilncluding cost and conveyance of mastic pads to the required soze amd fixing in position etc., complete as directed by the Engineer-in-charge.




Amount

10

3391

3543

Amount

536716

329496

390598

Amount

845154

149702123868804038

84955110442123987503

15929058063

3350000

Assistant Engineer(Urban)A.P . State Housing Corporation

Rajahmundry


Name of the work : Providing B.T Roads to IHSDP Phase - I Housing Colony ( G + 2 ) at R&B Site- of Rajahmundry Municipal Corporation, East Godavari Dist.,




1 2 3 4 5 6 7 8 91

For Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 6.15 0.15 187.27 - do - 1 x 1 120.00 6.15 0.15 110.70 - do - 1 x 1 86.00 6.15 0.15 79.34 - do - 1 x 1 81.00 6.15 0.15 74.72For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 5.60 0.15 165.48 - do - 1 x 1 66.00 5.60 0.15 55.44 - do - 1 x 1 43.00 5.60 0.15 36.12 - do - 1 x 1 40.00 5.60 0.15 33.60For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.15 100.80

843.46 Cum 1 40.202 Dry rolling the formating of road by earth work with power roller of

8 to 10 Ton capacity etc., complete.For Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 6.15 1248.45 - do - 1 x 1 120.00 6.15 738.00 - do - 1 x 1 86.00 6.15 528.90 - do - 1 x 1 81.00 6.15 498.15For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 5.60 1103.20 - do - 1 x 1 66.00 5.60 369.60 - do - 1 x 1 43.00 5.60 240.80 - do - 1 x 1 40.00 5.60 224.00For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 672.00

5623.10 Sqm 10 6.30

3

For Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 0.225 171.28 - do - 1 x 1 120.00 3.75 0.225 101.25 - do - 1 x 1 86.00 3.75 0.225 72.56 - do - 1 x 1 81.00 3.75 0.225 68.34For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 0.225 166.22 - do - 1 x 1 66.00 3.75 0.225 55.69 - do - 1 x 1 43.00 3.75 0.225 36.28 - do - 1 x 1 40.00 3.75 0.225 33.75For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.225 151.20For side berms:For Road 30' ( 9.10 mtrs ) wide 1 x 2 203.00 1.20 0.225 109.62 - do - 1 x 2 120.00 1.20 0.225 64.80 - do - 1 x 2 86.00 1.20 0.225 46.44

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including seignioarge charges for finished item of work for trench cutting as per MoRT&H specification 301(4th Revision) and as directed by the Dept.

Construction of Gravel Base / shoulders including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compacting with vibratory roller to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H Specification 401& 407 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).



- do - 1 x 2 81.00 1.20 0.225 43.74For Road 20' ( 6.10 mtrs ) wide 1 x 2 197.00 0.91 0.225 80.67 - do - 1 x 2 66.00 0.91 0.225 27.03 - do - 1 x 2 43.00 0.91 0.225 17.61 - do - 1 x 2 40.00 0.91 0.225 16.38

1262.86 Cum 1 425.00

4

For Ist LayerFor Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 0.075 57.09 - do - 1 x 1 120.00 3.75 0.075 33.75 - do - 1 x 1 86.00 3.75 0.075 24.19 - do - 1 x 1 81.00 3.75 0.075 22.78For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 0.075 55.41 - do - 1 x 1 66.00 3.75 0.075 18.56 - do - 1 x 1 43.00 3.75 0.075 12.09 - do - 1 x 1 40.00 3.75 0.075 11.25For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.075 50.40

285.53 Cum 1 1154.00

5

For IInd LayerFor Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 0.075 57.09 - do - 1 x 1 120.00 3.75 0.075 33.75 - do - 1 x 1 86.00 3.75 0.075 24.19 - do - 1 x 1 81.00 3.75 0.075 22.78For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 0.075 55.41 - do - 1 x 1 66.00 3.75 0.075 18.56 - do - 1 x 1 43.00 3.75 0.075 12.09 - do - 1 x 1 40.00 3.75 0.075 11.25For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 0.075 50.40

285.53 Cum 1 1368.00





6

For PavementsFor Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 761.25 - do - 1 x 1 120.00 3.75 450.00 - do - 1 x 1 86.00 3.75 322.50 - do - 1 x 1 81.00 3.75 303.75For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 738.75 - do - 1 x 1 66.00 3.75 247.50 - do - 1 x 1 43.00 3.75 161.25 - do - 1 x 1 40.00 3.75 150.00For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 672.00

3807.00 Sqm 1 7.00

7

For PavementsFor Road 30' ( 9.10 mtrs ) wide 1 x 1 203.00 3.75 761.25 - do - 1 x 1 120.00 3.75 450.00 - do - 1 x 1 86.00 3.75 322.50 - do - 1 x 1 81.00 3.75 303.75For Road 20' ( 6.10 mtrs ) wide 1 x 1 197.00 3.75 738.75 - do - 1 x 1 66.00 3.75 247.50 - do - 1 x 1 43.00 3.75 161.25 - do - 1 x 1 40.00 3.75 150.00For Road 15' ( 4.57 mtrs ) wide 1 x 8 35.00 2.40 672.00

3807.00 Sqm 1 29.50

L S ProvisionsProvision for VAT at 4.00%Provision for insurance 0.52%Provision for labour cess 1.00%Provision for Sevice Tax @ 4.12%Admn.charges @ 7.50%Provision towards unforeseen items

TOTAL ESTIMATED VALUE Rs.

Executive Engineer ( Urban) Deputy Executive Engineer(Urban) Assistant Engineer(Urban)A.P . State Housing Corporation A.P . State Housing Corporation A.P . State Housing Corporation

Rajahmundry Rajahmundry Rajahmundry

Providing and applying tack coat with bitumen Emulsion (Medium settting) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (4th revision) and as directed by the Engineer-in-Charge.

Providing and laying surface dressing in single coat using 6 mm nominal size IRC HBG machine crushed stone aggregates @ 0.004 cum / sqm on a layer of bitumen binder of 60/70 grade @ 0.75 kg / sqm including cost, seigniorage and conveyance of all materials to work site and laid on prepared surface and rolling with 8-10 T Power Road Roller etc., complete for finished item of work as per MoRT&H Specification 510 (4th Revision) and as directed by the Engineer-in-charge.


Name of the work : Providing B.T Roads to IHSDP Phase - I Housing Colony ( G + 2 ) at R&B Site- of Rajahmundry Municipal Corporation, East Godavari Dist.,


Amount

10

3391

3543

Amount

536716

329496

390598

Amount

26649

1123071402699

561087294

1402757791

10520256878

1700000


Rajahmundry

DATA AS PER THE SSR OF 2007-2008

Name of the Work: Construction of G+ houses under IHSDP Phase I at R & B Site , Rajahmundry.

Quantity unit Discription of item work Rate Per Amount1 2 3 4 5

1.00 Cu.m Cost of sand 209.78 1.00 Cu.m 209.78960 Kgs Cost of Cement 3.20 1.00 Kgs 3072.00

1.00 Cu.m Mixing charges 22.50 1.00 Cu.m 22.5020% Add 20% for M.B.A. 22.50 1.00 Cu.m 4.50

3308.78Cement mortor (1:2)





















620.78

Cement mortor (1:11/2)


C.C. (1:5:10) using 40mm HBGmetal including cost and conveyance ofall materials and labour charges etc. complete

0.92 Cu.m 40 mm HBG metal 710.39 1.00 Cu.m 653.560.46 Cu.m Cost of sand 209.78 1.00 Cu.m 96.50

132.5 Kgs Cost of Cement 3.20 1.00 Kgs 424.000.06 Nos I st Mason 180.00 1.00 Nos 10.800.14 Nos II nd Mason 160.00 1.00 Nos 22.401.80 Nos Man Mazdoor 130.00 1.00 Nos 234.001.40 Nos Woman Mazdoor 130.00 1.00 Nos 182.001.00 Cu.m machine mixing Charges 37.50 1.00 Cu.m 37.5020% Add 20% for M.B.A. 449.20 1.00 89.84

Add sundries 0.001750.60










Cement concrete (1:1 1/2:3)using 20 mm HBG metal including costand coveyance of all meterials and labourcharges etc., complete for 1 Cu.m

0.613 Cu.m 20 mm HBG metal 1041.64 1.00 Cu.m 638.530.307 Cu.m 12 mm HBG metal 891.64 1.00 Cu.m 273.73

0.46 Cu.m Cost of sand 209.78 1.00 Cu.m 96.50441.6 Kgs Cost of Cement 3.20 1.00 Kgs 1413.12

0.12 Nos I st Mason 180.00 1.00 Nos 21.600.28 Nos II nd Mason 160.00 1.00 Nos 44.80

2.1 Nos Man Mazdoor 130.00 1.00 Nos 273.003.5 Nos Woman Mazdoor 130.00 1.00 Nos 455.00

1.00 Cu.m machine mixing Charges 37.50 1.00 Cu.m 37.501.00 Cu.m Vibration charges 38.50 1.00 Cu.m 38.5020% Add 20% for M.B.A. 794.40 1.00 Cu.m 158.88


Plain Cement Concret (1:2:4)using 20 mm HBG metal including costand coveyance of all meterials and labourcharges etc., complete for 1 Cu.m


0.46 Cu.m Cost of sand 209.78 1.00 Cu.m 96.50331.2 Cu.m Cost of Cement 3.20 1.00 Cu.m 1059.84





Plain Cement Concret (1:3:6)using 20 mm HBG metal including costand coveyance of all meterials and labourcharges etc., complete for 1 Cu.m


0.46 Cu.m Cost of sand 209.78 1.00 Cu.m 96.50220.8 Cu.m Cost of Cement 3.20 1.00 Cu.m 706.56






R.C.C. (1:1 1/2:3)For Pedastals

1.00 Cu.m R.C.C. (1:1 1/2:3) 3451.19 1.00 Cu.m 3451.191.00 Cu.m Centering Charges 614.00 1.00 Cu.m 614.0020% Add 20% for M.B.A. 204.67 1.00 Cu.m 40.93


R.C.C. (1:1 1/2:3)For footings


Add sundries 1.00 Cu.m 0.003827.19

R.C.C. (1:1 1/2:3)For COLUMNS



R.C.C. (1:1 1/2:3)TO PLINTH BEAMS & LintelS



R.C.C. (1:1 1/2:3)TO BEAMS



R.C.C. (1:1 1/2:3)For Roof slab of 150 mm thick

1 Cu.m R.C.C. (1:1 1/2:3) 3451.19 1.00 Cu.m 3451.196.67 Sq.m Centering Charges 1120.00 10.00 Sq.m 746.6720% Add 20% for M.B.A. 373.33 10.00 Sq.m 7.47


R.C.C. (1:1 1/2:3)For Roof slab of 100 mm thick

1.00 Cu.m R.C.C. (1:1 1/2:3) 3451.19 1 Cu.m 3451.1910 Sq.m Centering Charges 1120.00 10 Sq.m 1120.00

20% Add 20% for M.B.A. 373.33 1 74.67Add sundries 0.07

4645.92R.C.C. (1:1 1/2:3)

0.0375 Cu.m R.C.C. (1:1 1/2:3) 3451.19 1 Cu.m 129.421.00 Sq.m Centering Charges 91.00 1 Sq.m 91.0020% Add 20% for M.B.A. 30.33 1 rm 6.07


for Sunshades -- 1 Sqm


R.C.C. (1:1 1/2:3)

1.00 Cu.m R.C.C. (1:1 1/2:3) 3451.19 1 Cu.m 3451.191.00 Cu.m Centering Charges 1006.00 1 Cu.m 1006.0020% Add 20% for M.B.A. 335.33 1 Cu.m 67.07


R.C.C. (1:1 1/2:3)



R.C.C. (1:1 1/2:3)



R.C.C. (1:1 1/2:3)



R.C.C. (1:1 1/2:3)

1.00 Cu.m R.C.C. (1:1 1/2:3) 3451.19 1 Cu.m 3451.1910.00 sqmts Centering Charges 501.40 1 sqmt 5014.0020% Add 20% for M.B.A. 167.13 1 Cu.m 33.43


R.C.C. (1:1 1/2:3)

1.00 Cu.m R.C.C. (1:1 1/2:3) 3451.19 1 Cu.m 3451.1913.33 sqmts Centering Charges 887.90 1 sqmt 11835.7120% Add 20% for M.B.A. 295.97 1 Cu.m 59.19


FAL-G. block (size 29x20x15 cm)masonry with C.M. (1:6) includingcost and conveyance of all materials andlabour charges, Curing etc., complete for 1Cu.m (For basement upto 2 Mts. Ht.)

115 Nos FAL-G. block (size 29x20x15 cm) 10.00 1 Nos 1150.000.1 Cu.m C.M. (1:6) 1004.78 1 Cu.m 100.48

0.21 nos 1st class Mason 180.00 1 nos 37.800.49 nos 2nd class Mason 160.00 1 nos 78.400.35 nos Man Mazdoor 130.00 1 nos 45.501.05 nos Woman Mazdoor 130.00 1 nos 136.5020% Add 20% for M.B.A. 298.20 1 59.64

Add Sundries 0.07

1 Cum Mts. Of T Beam

1 Cum Mts. Of culvert slabs of above 3.00 mts span

1 Cum Mts. Of culvert slabs of up to 3.00 mts span

1 Cum Mts. Of C.C PAYMENTS

1 Cum Mts. Of side walls of curved surfaces 100 mm thick

1 Cum Mts. Of side walls of curved surfaces 75 mm thick


1608.39

175 Nos Cost of solid blocks (LR) 5.80 1 Nos 1015.00

0.10 Cu.m Cement Mortar (1:4) 1388.78 1 Cu.m 138.88

0.21 Nos Mason 1st class 180.00 1 Nos 37.80

0.49 Nos Mason 2nd class 160.00 1 Nos 78.40

0.35 Nos Men Mazdoor 130.00 1 Nos 45.50

1.05 Nos Women Mazdoor 130.00 1 Nos 136.50

20% Cu.m Add 20% for M.B.A. 298.20 1 Cu.m 59.64Add Sundries 0.07

1511.79Brick masonry with 2nd class country

conveyance all materials and labourcharges etc., complete per 1 cu.m

512 nos Bricks 2297.54 1000 nos 1176.340.2 cu.m C.M. (1:8) 812.78 1 cu.m 162.56

0.42 nos 1st class Mason 180.00 1 nos 75.600.98 nos 2nd class Mason 160.00 1 nos 156.800.70 nos Man Mazdoor 130.00 1 nos 91.002.10 nos Woman Mazdoor 130.00 1 nos 273.0020% Add 20% for M.B.A. 596.40 1 Cu.m 119.28

Add Sundries 0.002054.58

Brick masonry with 2nd class country

conveyance all materials and labourcharges etc., complete per 1 cu.m

512 nos Bricks 2297.54 1000 nos 1176.340.20 cu.m C.M. (1:6) 1004.78 1 cu.m 200.960.42 nos 1st class Mason 180.00 1 nos 75.600.98 nos 2nd class Mason 160.00 1 nos 156.800.70 nos Man Mazdoor 130.00 1 nos 91.002.10 nos Woman Mazdoor 130.00 1 nos 273.0020% Add 20% for M.B.A. 596.40 1 Cu.m 119.28


Plastering in two coats with C.M. (1:5) 8 mmthick & C.M (1;3) 4 mm thick including cost and conveyance of all materials and labour charges, Curing etc.complete for 10 Sq.mt (Outside & Ceiling)

BASE COAT 8mm thick in CM(1:5)0.11 cu.m Cement Mortar (1:5) 1158.38 1 cu.m 127.42

0.30 nos 1st Class Mason 180.00 1 nos 54.00

0.70 nos 2nd Class Mason 160.00 1 nos 112.00

0.50 nos Man mazdoor 130.00 1 nos 65.00

1.00 nos Woman mazdoor 130.00 1 nos 130.00

TOP COAT 4mm thick in CM(1:3)0.04 cu.m Cement Mortar (1:3) 1772.78 1 cu.m 70.91

0.33 nos 1st Class Mason 180.00 1 nos 59.40

0.77 nos 2nd Class Mason 160.00 1 nos 123.20

0.50 nos Man mazdoor 130.00 1 nos 65.00

1.10 nos Woman mazdoor 130.00 1 nos 143.0020% Add 20% for M.B.A. 751.60 1 cu.m 150.32

Rate per 10 Sqm 1100.25

Fal-g solid block Masonary work in CM (1:4) using solid blocks of size 290 x 100 x 140mm from local market including cost, seignorage and conveyance to the site and labour charges for mixing mortar, curing etc., complete FOR PARTITION WALLS

bricks with C.M. (1.8) including cost and

bricks with C.M. (1.6) including cost and


Plastering with C.M. (1:4) 12 mmthick including cost and conveyance of all materials and labour charges, Curing etc.complete for 10 Sq.mt (inside)

0.15 Cu.m C.M. (1:4) 1388.78 1 Cu.m 208.320.33 nos 1st class Mason 180.00 1 nos 59.400.77 nos 2nd class Mason 160.00 1 nos 123.200.50 nos Man Mazdoor 130.00 1 nos 65.001.10 nos Woman Mazdoor 130.00 1 nos 143.0020% Add 20% for M.B.A. 390.60 1 cu.m 78.12

Add sundires 0.00677.04

Plastering with C.M. (1:5) 20 mmthick including cost and conveyance of all materials and labour charges, Curing etc.complete for 10 Sq.mt

0.21 Cu.m C.M. (1:5) 1158.38 1 Cu.m 243.260.66 nos 1st class Mason 180.00 1 nos 118.801.54 nos 2nd class Mason 160.00 1 nos 246.400.50 nos Man Mazdoor 130.00 1 nos 65.003.20 nos Woman Mazdoor 130.00 1 nos 416.0020% Add 20% for M.B.A. 846.20 1 169.24


Plastering with C.M. (1:5) 12 mmthick including cost and conveyance of all materials and labour charges, Curing etc.

0.15 Cu.m C.M. (1:5) 1158.38 1 Cu.m 173.760.33 nos 1st class Mason 180.00 1 nos 59.400.77 nos 2nd class Mason 160.00 1 nos 123.200.50 nos Man Mazdoor 130.00 1 nos 65.001.10 nos Woman Mazdoor 130.00 1 nos 143.0020% Add 20% for M.B.A. 390.60 1 Cu.m 78.12


Plastering 12 mm thick inC.M. (1:6) including seignorage cost and conveyance of all materials and labour charges and water from approved sources to work site and operational, incidental labourcharges such as mixing mortor, curing, etc.complete for finished item of work as per ssNo.901 & 904 for 10 Sq.mt

0.15 cu.m C.M. (1:6) 1004.78 1 cu.m 150.720.33 nos 1st class Mason 180.00 1 nos 59.400.77 nos 2nd class Mason 160.00 1 nos 123.200.50 nos Man mazdoor 130.00 1 nos 65.001.10 nos Women mazdoor 130.00 1 nos 143.0020% Add 20% for M.B.A. 390.60 1 Cu.m 78.12


Plastering 12 mm thick inC.M. (1:3) including seignorage cost and conveyance of all materials and labour charges and water from approved sources to work site and operational, incidental labourcharges such as mixing mortor, curing, etc.

complete for 10 Sq.mt for flooring


complete for finished item of work as per ss


No.901 & 904 for 10 Sq.mt0.15 cu.m C.M. (1:3) 1772.78 1 cu.m 265.920.33 nos 1st class Mason 180.00 1 nos 59.400.77 nos 2nd class Mason 160.00 1 nos 123.200.50 nos Man mazdoor 130.00 1 nos 65.001.10 nos Women mazdoor 130.00 1 nos 143.0020% Add 20% for M.B.A. 390.60 1 Cu.m 78.12

Add sundries 0 0.00734.64

Acco Proof Plastering 12 mm thick inC.M. (1:4) including seignorage cost and conveyance of all materials and labour charges and water from approved sources to work site and operational, incidental labourcharges such as mixing mortor, curing, etc.complete for finished item of work as per ssNo.901 & 904 for 10 Sq.mt

0.15 cu.m C.M. (1:3) 1388.78 1 cu.m 208.321.00 kg Acco Proof powder 22.00 1 kg 22.000.33 nos Brick layer 1st Class 180.00 1 nos 59.400.77 nos Brick layer 2nd Class 160.00 1 nos 123.200.50 nos Man mazdoor 130.00 1 nos 65.001.10 nos Women mazdoor 130.00 1 nos 143.0020% Add 20% for M.B.A. 390.60 1 cu.m 78.12


Acco Proof Plastering with C.M. (1:4)20mm thick including cost and conveyanceof all materials and labour charges, Curringetc. complete for 10 Sq.mt

0.21 Cu.m C.M. (1:4) 1388.78 1 Cu.m 291.641.00 kg Acco Proof powder 22.00 1 kg 22.000.66 nos 1 st Class mason 180.00 1 nos 118.801.54 nos 2nd Class mason 160.00 1 nos 246.400.50 nos man mazdoor 130.00 1 nos 65.003.20 nos Women mazdoor 130.00 1 nos 416.0020% Add 20% for M.B.A. 846.20 1 Cu.m 169.24


1 cu.m Conveyance of 5.00 KM Lead 104.50 1 cu.m 104.501 Cu.m Deduct for stacking -4.6 1 cu.m -4.60

20% Cu.m Add 20% for A.A ON L/UL CHRGES. 15.9 1 Cu.m 3.18Rate per 1 Cu.m. 103.08

1 cu.m Conveyance of 500 MTS Lead 66.10 1 cu.m 66.101 Cu.m Deduct for stacking -4.6 1 cu.m -4.60

20% Cu.m Add 20% for A.A ON L/UL CHRGES. 15.9 1 Cu.m 3.18Rate per 1 Cu.m. 64.68

1 Cu.m intital cost 23.50 33.50 36.00 37.50

Add 75% for foundation 17.63 25.13 27.00 28.13

For Conveyance of excavated earth with 5.00KM Lead for 1Cum.

For Conveyance of excavated earth with UP TP 500 MTS Lead for 1Cum.

Earth work excavation and depositing on bank with intial lead and lift of 2Mts. in Hard gravally soils SAND &

LOOSE

B.C & reD EARTH

&GRAVELLY

Hard gravelly

Soft disintegrated

rocks

Quantity unit Discription of item work Rate Per Amount1 2 3 4 520% Add 20% for Corporation Limits 4.70 6.70 7.20 7.50

Total 45.83 65.33 70.20 73.13


Rate per 1 Cu.m. 13.00 1.00 Cu.m 13.00

Refiling with the excavatedSoils complying with standard specificationsfor filling foundations and basement for 1 Cu.mt

1.00 cu.m Rate as per S.S.R. 12.50 1 cu.m 12.5020% Add 20% for M.B.A. 12.5 1 2.50


Filling the sand in basement includingall charges for 1 Cu.mt

1.00 Cu.m Cost of sand 157.78 1 Cu.m 157.781.00 Cu.m Labour charges 12.50 1 Cu.m 12.5020% Add 20% for M.B.A. 12.5 1 2.50


Filling with collected gravel includingcost and conveyance of all materials andlabour charges etc. complete

1.10 Cu.m Cost of gravel 260.68 1 Cu.m 286.751.00 Cu.m Labour charges 12.50 1 Cu.m 12.5020% Add 20% for M.B.A. 12.5 1 2.50


1.00 Cu.m Cost of stone dust for blindage 175.96 1 Cu.m 175.961.00 Cu.m Filling charges 12.50 1 Cu.m 12.5020% Add 20% for M.B.A. 12.5 1 2.50

190.96Hand- railing in C.M 1sq.m(1:2) 50mm thick over Rabit wire mesh including cost and conveyance of cement and all other materials and labour charges etc., complete.UNIT 1.00 SQMT

0.05 Cu.m C.M. (1:2) 2540.78 1 Cu.m 127.041.01 sq.m Rabbit Wire mesh 12.00 1 1sq.m 12.121.00 sq.m Labour charges 133.00 1 1sq.m 133.001.00 Sq.m Centering charges for RCM facia 55.00 1 Sq.m 55.0020% Add 20% for M.B.A. 25.07 1 Sq.m 5.01

sundries 0.09Rate per 1 Sq.m 332.26

Supplying and cutting, bending, placing in position and tying 1MTribbed tor steel of all sizes for reinforcement of footings columns and plinth beams including cost and conveyancefor steel and binding wire with all leads and lifts and in all heights etc., complete. For ground floor

1.00 Mt Cost of RTS bars 31500.00 1.00 Mt 31500.00

1.00 Mt 5100.00 1.00 Mt 5100.0020% Add 20% for M.B.A. 5100.00 1.00 MT 1020.00

Earth work excavation and depositing on bank with intial lead and lift of 2Mts. in Hard gravally soils BY MACHENARY

Collection of stone dust of size 2.36mm and below for filling from approved quarry including cost, conveyance and seignerage charges, stacking at site to departmental gauge etc complete - 1 Cum

Labour charges as per S.No. 6000-15%X6000)147/P.No.5/BI


1.00 Mt 900.00 1.00 900.00Rate per 1M.T 38520.00

White washing of two coats with best qualityshell lime including cost andconveyance of all materials and labour

0.07 Cu.m Fine shell lime 671.00 1 Cu.m 46.970.48 nos Painter 1st class 180.00 1 nos 86.401.12 nos Painter 2nd class 160.00 1 nos 179.200.50 nos Man mazdoor 130.00 1 nos 65.002.70 nos Woman mazdoor 130.00 1 nos 351.0020% Add 20% for M.B.A. 681.60 1 136.32

Add Sundries 0.79For 100 Sq.m 865.68For 10 Sq.m 86.57

3.50 Kgscost of snow cem paint S.No. 327/P.No.13/BI

34.56 1.00 Kgs 120.962.00 Kgs COST OF WHITE CEMENT 6.48 1.00 Kgs 12.96

L/C FOR PRIMARY COAT0.30 Painter 1st class 180.00 1.00 nos 54.001.00 Man mazdoor 130.00 1.00 nos 130.000.50 Woman mazdoor 130.00 1.00 nos 65.00

L/C FOR SECONDRY COAT0.15 nos Painter 1st class 180.00 1.00 nos 27.00

0.35 nos Painter 2nd class 160.00 1.00 nos 56.00

0.50 nos Man mazdoor 130.00 1.00 nos 65.00

1.00 nos Woman mazdoor 130.00 1.00 nos 130.00LS For brushes 1.00 LS 0.80

20% Add FOR M.B.A. 527.00 1.00 105.400.00

767.20Synthetic enamel paint of two coats with Enamel paint Grade -3 including cost andconveyance of all materials and labourcharges, etc. complete for 10 Sq.mt

0.7 LT WOOD PRIMERY 110.00 1 LT 77.001.2 Cu.m SYnthetic enamel paint 115.00 1 LT 138.00

0.57 nos Painter 1st class 180.00 1 nos 102.601.33 nos Painter 2nd class 160.00 1 nos 212.8020% Add 40% for M.B.A. 315.40 1 63.08

Add Sundries 0.79For 10 Sq.m 517.27For 10 Sq.m 517.27

Plastering with C.M. (1:4) 20 mmthick including cost and conveyance of all materials and labour charges, Curing etc.complete for 10 Sq.mt FLOORING

0.21 Cu.m C.M. (1:4) 1388.78 1 Cu.m 291.640.66 nos 1st class Mason 180.00 1 nos 118.801.54 nos 2nd class Mason 160.00 1 nos 246.400.50 nos Man Mazdoor 130.00 1 nos 65.003.20 nos Woman Mazdoor 130.00 1 nos 416.00

ADD COST OF BINDING WIRE 15% OF 6000

Floor Wise rates of Steel/Mt

charges, etc. complete for 100 Sq.mt

Snowcem painting two coats using approved superior quality snowcem paint over one coat of providing white cement including cost and conveyance of all materials and all labour charges etc. complete

Quantity unit Discription of item work Rate Per Amount1 2 3 4 520% Add 20% for M.B.A. 846.20 1 169.24

Add sundires1307.08

Executive Engineer(U) Dy.Executive Engineer(U) Assistnant Engineer(U) Rajahmundry. Rajahmundry. Rajahmundry.

LABOUR CHARGESSl.No item of work Rate Per

1 1st Class manson 180.00 1No

2 2 nd Class Manson 160.00 1No

3 Man/Woman Mazdoor 130.00 1No

4 Mortar Mixing 22.50 Cu.m

5 Vibration Charges 38.50 Cu.m

6 Machine Mixing of concrete 37.50 Cu.m

7 Earth Work Excavation 335.00 10Cu.m

8 Filling Charges(Earth) 12.50 Cu.m

9 Steel fabrication in cluding binding wire 6000.00 Mt

10 RCM Facia 133.00 1 Sq.m

11 Drilling of Bores-300mm(DUR) 92.00 1Rm

12 Drilling of Bores-230mm(SUR) 60.00 1Rm

Centering ChargesRate Per

1 Footing 376.00 Cu.m

2 Pedastals 614.00 Cu.m

3 Plinth Beam / Linted Beam 602.00 Cu.m

4 T-Beam 1006.00 Cu.m

5 Columuns 959.00 Cu.m

6 Sunshades 91.00 1 Sq.m

7 Roof Slab (Up to 150 mm) 1120.00 10 Sq.m.

8 Centering charges RCM Facia 55.00 1 Sq.m

9 TO CULVER SLABS OF above 3 MTS SPAN 829.00 1CUM

10 TO C.C PAYMENTS 143.00 1CUM

11 to side walls of curved surfaces 501.40 1sqmt

12 to dome slabs 887.90 1 Sq.m

13 TO CULVER SLABS OF up to 3 MTS SPAN 679.00 1CUM

Scaffolding & Lift ChargesIst Floor IInd Floor IIIrd Floor IV Floor Per

1 For R.C.C. Itemsa.Lift Charges 46.00 114.00 212.00 333.00 Cu.m

2 Masonry Itemsa) Lift Charges ………….. 38.00 54.00 69.00 91.00 Cu.mb) Scaffolding Charges …………… 36.00 80.00 139.00 165.00 Cu.m

3 Plastering Worksa) Lift Charges …………….. 9.00 16.00 24.00 35.00 10Sq.mb) Scriffolding Charges ………………. 40.00 80.00 120.00 149.00 10Sq.m

PAINTS1 JANATHA CEM 15.00 Kg2 Acco proof 22.00 Kg3 Wire Mesh 12.00 Sq.m4 Snow Cem 864.00 25 kgs 34.56 1 kg5 SURYA CEM OR EQUALENT 162.00 25 kgs 6.48 1 kg6 SYNTHETIC ENAMEL PAINT GRADE-2 115.00 1 LTR7 WOOD PRIMARY 110.00 1 LTR

8 SHELL LIME 671.00 1CUM

LEAD STATEMENT SSR 2007-08Name of the Work: Construction of G+ houses under IHSDP Phase - I at R & B Site , Rajahmundry.

Name of Material Unit

Conveyance Charges

TotalNet rate

1 2 3 4 5 7 6 8 9 10 11

1 Sand for Mortor River Godavari Cu.m 89.00 4.60 84.40 0 36.00 2.00 90.80 90.80 4.60 3.18 89.38 209.78

2 Sand for Filling River Godavari Cu.m 37.00 4.60 32.40 0 36.00 2.00 90.80 0.00 90.80 4.60 3.18 89.38 157.78

3 6mm HBG Metal Katheru Cu.m 330.00 7.60 322.40 80.60 60.00 45.00 7.00 137.50 0.00 137.50 7.60 3.74 133.64 641.64

4 20 mm HBG metal Katheru Cu.m 650.00 7.60 642.40 160.60 60.00 45.00 7.00 137.50 0.00 137.50 7.60 3.74 133.64 1041.64




7 HB chips 2.36mm & below Katheru Cu.m 101.00 7.60 93.40 23.35 60.00 45.00 7.00 137.50 0.00 137.50 7.60 3.74 133.64 355.39

8 FAL-G.block (300x200x150) Local NK 1 No 9.00 0.00 9.00 0 0 8.00 1.00 1.00 0.00 1.00 10.00

9 FAL-G.blocks (300x200x100) Local NK 1 No 5.00 0.00 5.00 0 0 8.00 0.80 0.80 0.00 0.80 5.80

10 Cement Dept. 1kg 3.20 0.00 3.20 0 0 0 0 0 0.00 0.00 0.00 3.20

11 Steel Local MT 31500.00 0.00 31500.00 0 0 0 0 0 0.00 0.00 0.00 31500.00

12 Gravel Balabadrapura 1 Cu. 48.00 4.60 43.40 0.00 0.00 20.00 24.00 182.30 16.40 198.70 4.60 3.18 197.28 260.68

13 Country brick Vemagiri 1000 No 2000.00 0.00 2000.00 0.00 0.00 35.00 14.00 256.20 256.20 0.00 6.34 262.54 2297.54

14 Quarry rubbish Katheru 1 Cum 20.50 4.60 15.90 3.98 0.00 20.00 7.00 137.50 137.50 4.60 3.18 136.08 175.96

(Certified that the above leads and calculations are correct and nearer to the best of my knowledge and belief)

Executive Engineer(U) Dy.Executive Engineer(U) Assistant Engineer(U)Rajahmundry Rajahmundry Rajahmundry

SI. No.

Name of the Quarry

Initial Cost

DEDUCT STACKI

NG CHARG

ES

NET RATE

Machine Crushing Charges

Blasting Charges

Seignorage

ChargesDIST

ANCE

UP TO 20

KMS

21-30 KMS

31-50 kms

51-80 kms

TOTAL RATE

Deduct staking charges

Add L/ul area

allowances

DATA 2008-09 9

DATA 2008-2009 GUNTUR MUNICIPAL CORPORATION (ENGINEERING SECTION)

W.B.M.ROADS-DATAQuantity Description Rate Per Amount

1.00 2.00 3.00 4.00 5.00 6.00

1

10.00 Sq.M Spreading Charges 149.00 10.00 Sq.M 149.00 Add Mpl. Area allowance on labour component @ 0.20 29.80

Total 178.80per10.00Sq.m

2.00

10.00 Sq.M Spreading Charges 159.00 10.00 Sq.M 159.00 Mpl. Area allowance on labour component 0.25 39.75


6.00

10.00 Sq.M Spreading Charges 287.00 10.00 Sq.M 287.00 Mpl. Area allowance on labour component 0.20 57.40


7.00 Picking the existing B.T Surface and remove of chips:

10.00 Sq.M Picking and remove of chips 18.50 10.00 Sq.M 18.50Add labour charges @ 0.20 3.70

22.20Total 22.20

per10.00Sq.m

Sl. No.

Picking old Metalled surface to a depth of 40 to 100MM. and Spreading H.B.G.(IRC) Metal including watering with an initial lead of 2H.M. and rolling with Power Roller ( 8 to 10 Tons), watering and spreading Gravel for blindage and power roller rollin to 75 mm thick



DATA 2008-09 10


8.00

10.00 Sq.M Spreading Charges 159.00 10.00 Sq.M 159.0010.00 sq.m Deduct picking charges 12.00 10.00 Sq.M 12.00

147.00 Mpl. Area allowance on labour component 0.20 29.40


9.00

10.00 Sq.M Spreading Charges 149.00 10.00 Sq.M 149.0010.00 sq.m Deduct picking charges 12.00 10.00 Sq.M -12.00



10.00

10.00 Sq.M Spreading Charges 287.00 10.00 Sq.M 287.0010.00 sq.m Deduct picking charges 12.00 10.00 Sq.M 12.00



11.00

1.00 Cu.M Cost and conveyance of gravel 260.68 1.00 Cu.M 260.681.00 Cu.M Spreading charges 20.30 1.00 Cu.M 20.30

Mpl. Area allowance on labour component 0.20 4.06Total 285.04

per1Cu.M

Spreading H.B.G.(IRC) Metal including watering with an initial lead of 2H.M. and rolling with Power Roller ( 8 to 10 Tons), watering and spreading Gravel for blindage and power roller rolling including hire & operational charges of all T&P, barricadi 100 mm thick

Spreading H.B.G.(IRC) Metal including watering with an initial lead of 2H.M. and rolling with Power Roller ( 8 to 10 Tons), watering and spreading Gravel for blindage and power roller rolling including hire & operational charges of all T&P, barricadi 75 thick

Spreading H.B.G.(IRC) Metal including watering with an initial lead of 2H.M. and rolling with Power Roller ( 8 to 10 Tons), watering and spreading Gravel for blindage and power roller rolling including hire & operational charges of all T&P, barricadi 150 mm thick

Collection and supply of Gravel with Vejendle quarry including spreading,sectioning etc complete as per SS

DATA 2008-09 11


12.00

1.00 Cu.M Cost of quarry dust 175.96 1.00 Sq.M 175.961.00 Cu.M Filling charges 8.40 1.00 Sq.M 8.40


per1Cu.M

13.00

a) For a Compacted thicknes 100 mm1.00 Cu.M Spreading charges 46.50 1.00 Sq.M 46.50


per10.00Sq.m

b) For a Compacted thicknes 150 mm1.00 Cu.M Spreading charges 52.50 1.00 Sq.M 52.50


per10.00Sq.m

Rolling Charges

(Total Compact volume of work / 480 ) x 1350 / = Rs ___________

Collection and supply of Quarry Dust including cost and conveyance and all type of labour charges, filling charges etc complete as per SS

Spreading Gravel with an initial lead of 2 HM and power roller (8 to 10 T) rolling excluding hire charges of power roller and barricading etc complete as per SS

REQUIREMENT OF CEMENT

Sl. No. Item Quantity Kg/Cum Cement (Bags)

1 Vibrated CC M 30 grade mix 571.05 440 5025

TOTAL 5025


Rajahmundry

DATA - SSR 07-08


S.N Quantity Description of Item Rate per Amount

1

Unit : CumTaking out put = 180 Cum Page 50 of MoRT&H SDB

(A) Labour

0.08 day Mate 160.00 day 12.802.00 day Mazdoor unskilled 130.00 day 260.00

272.80

(B) Machinery180.00 cum Rate as per G.O. Ms No 10, Dt 26/7/2005 13.00 cum 2340.00

(C) Seigniorage charges180.00 Cum Seigniorage charges 20.00 cum 3600.00

(D) Over head charges @6% (10%-VAT) on (A) + (B)+( C) 372.77

(E) Total of (A) + (B)+( C)+(D) 6585.57

(F) Add Contractors Profit at 10% on (E) 658.56

Cost per 180 cum (E) + (F) 7244.12

Rate per Cum 40.25Rate per 1 cum 40.20

1 Cum

2

Unit : CumTaking out put = 360 Cum Page 58 of MoRT&H SDB

(A) Labour

0.08 day Mate 160.00 day 12.802.00 day Mazdoor unskilled 130.00 day 260.00

272.80

(B) Machinery360.00 cum Rate as per G.O. Ms No 10, Dt 26/7/2005 13.00 cum 4680.00

16.36 Hrs Tippers 5.50 cum capacity 500.00 Hr 8180.00

12860.00(C) Seigniorage charges

360.00 Cum Seigniorage charges 20.00 cum 7200.00

(D) Over head charges @6% (10%-VAT) on (A) + (B)+( C) 1219.97

(E) Total of (A) + (B)+( C)+(D) 21552.77


Cost per 360 cum (E) + (F) 23708.04

Rate per Cum 65.86

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including seignioarge charges for finished item of work for trench cutting as per MoRT&H specification 301(4th Revision) and as directed by the Engineer-in-Charge

Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete including seignioarge charges for finished item of work as per MoRT&H specification 301(4th Revision) and as directed by the Engineer-in-Charge

Rate per 1 cum 65.901 Cum

3

Unit = cum Page 104,105,106 of MoRT&H SDBTaking output = 360 cum

(A) Labour10.08 nos. Mate 160.00 day 1612.80

2.00 nos. Mazdoor skilled 180.00 day 360.00

250.00 nos. Mazdoor 130.00 day 32500.00

Total 34472.80

(B) Machinery6.00 hr smooth wheeled roller 8 Ton 1350.00 hr 8100.00

24.00 hr water tanker 6 KL 300.00 hr 7200.00

Total 15300.00

(C) Material217.80 cum 63mm IRC&MoRT&H HBG metal 502.30 cum 109400.94

200.38 cum 45mm IRC&MoRT&H HBG M/C metal 706.65 cum 141598.53

17.42 cum 22.40 mm IRC&MoRT&H HBG M/C metal 1037.90 cum 18080.22

57.60 cum 514.78 cum29651.33

28.80 cum 268.30 cum7727.04

Total 306458.06

(D) Over head charges @ 6% (10%-VAT) 6.00 % Add for Over head charges @ 6% on (A)+(B)+( C) 21373.85

(E) Total of (A) + (B)+( C)+(D) 377604.71


Cost per 360 cum (E) + (F) 415365.18

Rate per 1 cum 1153.79

Rate to be adopted per 1 cum 1154.00 Cum

4

Unit = cum Page 104,105,106 of MoRT&H SDBTaking output = 360 cum

(A) Labour


Screenings 13.2mm@ 0.12cum/10sqm(Ave of 9.5-11.2 mm & 5-7 mm M/C ) Binding material @ 0.06 cum / 10sqm (Rate of 2.36mm & Below)


10.08 nos. Mate 160.00 day 1612.802.00 nos. Mazdoor skilled 180.00 day 360.00

250.00 nos. Mazdoor 130.00 day 32500.00Total 34472.80

(B) Machinery6.00 hr smooth wheeled roller 8 Ton 1350.00 hr 8100.00

24.00 hr water tanker 6 KL 300.00 hr 7200.00Total 15300.00

(C) Material357.19 cum 45mm IRC&MoRT&H HBG M/C metal 706.65 cum 252408.31

78.41 cum 22.40mm IRC&MoRT&H HBG M/C metal 1037.90 cum 81381.7486.40 cum 359.35 cum 31047.84

28.80 cum 268.30 cum7727.04

Total 372564.93(D) Over head charges @ 6% (10%-VAT)

6.00 % Add for Over head charges @ 6% on (A)+(B)+( C) 25340.26

(E) Total of (A) + (B)+( C)+(D) 447677.99


Cost per 360 cum (E) + (F) 492445.79


Rate to be adopted per 1 cum 1368.00 Cum

5

Unit = sqm Page 141,142 of MoRT&H SDBTaking output = 9000 sqm

(A) Labour

0.44 nos. Mate 160.00 day 70.409.00 nos. Mazdoor 130.00 day 1170.002.00 nos. Mazdoor skilled 180.00 day 360.00

Total 1600.40(B) Machinery

7.20 hr Mechanical broom @ 1250 sqm/hr. 250.00 hr 1800.007.20 hr Air compressor 250 cfm 320.00 hr 2304.006.00 hr 1800.00 hr 10800.00

6.00 hr 500.00 hr 3000.00

6.00 hr Front end loader 1 cum bucket capacity 1150.00 hr 6900.00

6.00 hr Bitumen pressure distributor @1750 sqm/hr 820.00 hr 4920.006.00 hr smooth wheeled roller 8 Ton 470.00 h 2820.00

Total 32544.00(C) Material

6.75 MT Bitumen 80/100 @ 0.75 Kg / sqm 26275.51 MT 177359.6936.00 cum 266.65 cum 9599.40

Binding material @ 0.06 cum / 10sqm (Av. Rate of 2.36 - 5mm & 2.36mm and Below)

Binding material @ 0.06 cum / 10sqm (Rate of 2.36mm & Below)


Hydraulic self propelled chip spreader @ 1500 sqm/hr.Tipper 10Tonne capacity for carriage of stone chips from stock pile on road side to chip spreader (Rate of Tipper 5 cum

Crushed stone chippings 6 mm nominal size @0.004 cum/sqm



(E) Total of (A) + (B)+( C)+(D) 234369.70

(F) Add Contractors Profit at 10% on (E) 23436.97Cost per 9000 sqm (E) + (F) 257806.67Rate per 1 sqm 28.65Rate to be adopted. 28.70

1 Sqm

6

Unit = sqm Page 141,142 of MoRT&H SDBTaking output = 9000 sqm

(A) Labour

0.44 nos. Mate 160.00 day 70.409.00 nos. Mazdoor 130.00 day 1170.002.00 nos. Mazdoor skilled 180.00 day 360.00


7.20 hr Mechanical broom @ 1250 sqm/hr. 250.00 hr 1800.007.20 hr Air compressor 250 cfm 320.00 hr 2304.006.00 hr 1800.00 hr 10800.00

6.00 hr 500.00 hr 3000.00

6.00 hr Front end loader 1 cum bucket capacity 1150.00 hr 6900.00

6.00 hr Bitumen pressure distributor @1750 sqm/hr 820.00 hr 4920.006.00 hr smooth wheeled roller 8 Ton 470.00 h 2820.00


6.75 MT Bitumen 60/70 @ 0.75 Kg / sqm 27227.48 MT 183785.4936.00 cum 266.65 cum 9599.40



(E) Total of (A) + (B)+( C)+(D) 241181.05

(F) Add Contractors Profit at 10% on (E) 24118.11Cost per 9000 sqm (E) + (F) 265299.15Rate per 1 sqm 29.48Rate to be adopted. 29.50

1 Sqm

7

unit = sqm Page 124 of MoRT&H SDBTaking output = 3500 sqm


Hydraulic self propelled chip spreader @ 1500 sqm/hr.Tipper 10Tonne capacity for carriage of stone chips from stock pile on road side to chip spreader (Rate of Tipper 5 cum

Crushed stone chippings 6 mm nominal size @0.004 cum/sqm

Providing and applying tack coat with bitumen Emulsion (Medium settting) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (4th revision) and as directed by the Engineer-in-Charge.

(A) Labour0.08 nos Mate 160.00 day 12.802.00 nos Mazdoor 130.00 day 260.00


2.80 hr Mechanical broom Hydraulic @ 1250 sqm/hr. 250.00 hr 700.00

2.80 hr Air compressor 250 cfm 320.00 hr 896.002.00 hr Emulsion pressure distributor @1750 sqm/hr 600.00 hr 1200.00


0.70 MT Bitumen Emulsion @ 0.20 Kgs/sqm 25432.84 MT 17802.99Total 17802.99


(E) Total of (A) + (B)+( C)+(D) 22124.10

(F) Add Contractors Profit at 10% on (E) 2212.41Cost per 3500 sqm (E) + (F) 24336.51Rate per 1 sqm 6.95Rate to be adopted 7.00

1 Sqm

8

Unit = cumTaking output = 300 cum

(A) Labour0.40 day Mate 160.00 day 64.00

2.00 day Mazdoor skilled 180.00 day 360.008.00 day Mazdoor unskilled 130.00 day 1040.00

Total 1464.00

(B) Machinery6.00 hr Vibratory roller 8T 1350.00 hr 8100.003.00 hr Water tanker 6 KL 300.00 hr 900.00

Total 9000.00

(C) Material384.00 cum Gravel 257.50 98880.00


(E) Total of (A) + (B)+( C)+(D) 115904.64


Cost per 300 cum (E) + (F) 127495.10


Rate to be adopted 425.001 Cum

Construction of Gravel shoulders including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers by approved means, on prepared surface and compacting with vibratory roller to achieve the desired density at OMC etc., complete for finished item of work as per MoRT&H Specification 401& 407 (4th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

9

Unit = cumTaking output = 15 cum

(A) Labour0.64 nos Mate 160.00 day 102.401.00 nos Mason 180.00 day 180.00

15.00 nos Mazdoor 130.00 day 1950.00Total 2232.40

(B) Material13.50 cum Cost of 40mm SS-5 HBG M/C metal 706.65 cum 9539.786.75 cum Sand at site 206.60 cum 1394.552.43 MT Cement at site 0.00 MT 0.00

Total 10934.33© Machinery

6.00 hr Concrete mixer 0.4/0.28 cum 300.00 hr 1800.006.00 hr Generator set 35 KVA 540.00 hr 3240.002.00 hr Water tanker 6 KL 300.00 hr 600.00

Total 5640.00


(E) Total of (A) + (B)+( C)+(D) 19935.13

(F) Add Contractors Profit at 10% on (E) 1993.51Cost per 15 cum (E) + (F) 21928.64Rate for 1 cum 1461.91Rate to be adopted 1462.00

1 Cum

10

Unit = cumTaking output = 15 cum Page331of MoRT&H SDB



(B) Material13.50 cum Cost of 40mm SS-5 HBG M/C metal 706.65 cum 9539.786.75 cum Sand at site 206.60 cum 1394.553.45 MT Cement at site 0.00 MT 0.00


6.00 hr Concrete mixer 0.4/0.28 cum 300.00 hr 1800.00

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (4th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (4th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.

6.00 hr Generator set 35 KVA 540.00 hr 3240.002.00 hr Water tanker 6 KL 300.00 hr 600.00

Total 5640.00


(E) Total of (A) + (B)+( C)+(D) 19935.13

(F) Add Contractors Profit at 10% on (E) 1993.51Cost per 15 cum (E) + (F) 21928.64Rate for 1 cum 1461.91Rate to be adopted 1462.00

1 Cum

11

Unit = cum Page 345,346 of MoRT&H SDBTaking output = 15 cum



(B) Material8.10 cum Cost of 20mm SS-5 HBG M/C metal 662.90 cum 5369.495.40 cum Cost of 10mm SS-5 HBG M/C metal 762.90 cum 4119.666.75 cum Sand at site 206.60 cum 1394.556.33 MT Cement at site 0.00 MT 0


6.00 hr Concrete mixer 0.4/0.28 cum 300.00 hr 1800.006.00 hr Generator set 35 KVA 540.00 hr 3240.00

5040.00(D) Form work

3.50 % Form work @ 3.50% on (A)+(B)+( C) 18931.30 Cum 662.60

(E) Over head charges @ 6% (10%-VAT) 6.00 % Add for Over head charges @ 6% on (A)+(B)+( C)+(D) 1175.63

(F) Total of (A) + (B)+( C)+(D)+(E) 20769.53

(G) Add Contractors Profit at 10% on (F) 2076.95Cost per 15 cum (F)+(G) 22846.48Rate for 1 cum 1523.10Rate to be adopted 1523.00

1 Cum

12

Unit = cum Page 462 of MoRT&H SDBTaking output = 10 cum

Vibrated cement concrete M 35 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (4th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

Providing first class bedding with Granular material below the pipes of Hume pipe culverts suitably compacted / rammed including cost, seigniorage and conveyance of materials to site etc., complete as per drawing and MoRT&H Specification 2900 ( 4th Revision) and as directed by the Engineer-in-Charge.

(A) Labour0.28 nos Mate 160.00 day 44.807.00 nos Mazdoor 130.00 day 910.00

Total 954.80

(B) Material12.00 cum Cost of Granular material 257.50 cum 3090.00


2.50 hr Plate compactor/Power rammer 35.00 hr 87.500.05 hr Water tanker 6 KL capacity 300.00 hr 15.00

Total 102.50


(E) Total of (A) + (B)+( C)+(D) 4396.14

(F) Add Contractors Profit at 10% on (E) 439.61Cost per 10 cum (E)+(F) 4835.75Rate for 1 cum 483.58Rate to be adopted 484.00

1 Cum

13

Unit = metre Page 272,273 of MoRT&H SDBTaking output = 12.5 metre600 mm Dia.,

(A) Labour0.14 nos Mate 160.00 day 22.400.50 nos Mason 180.00 day 90.003.00 nos Mazdoor 130.00 day 390.00

Total 502.40(B) Material

12.50 RM Cost of 600mm Dia., pipes 398.77 RM 4984.63Total 4984.63

(C) Over head charges @ 6% (10%-VAT) 6.00 % Add for Over head charges @ 6% on (A)+(B) 329.22

(D) Total of (A) + (B)+( C) 5816.25

(E) Add Contractors Profit at 10% on (D) 581.63Cost per 12.5 metre (D)+(E) 6397.88Rate for 1 RM 511.83Rate to be adopted 512.00

1 RM800 mm Dia.,

(A) Labour0.18 nos Mate 160.00 nos. 28.800.50 nos Mason 180.00 nos. 90.004.00 nos Mazdoor 130.00 nos. 520.00


Providing, laying Reinforced cement concrete Hume pipes of 600mm/800mm/1000mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm/800mm/1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (4th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.



(D) Total of (A) + (B)+( C) 9169.58


1 RM1000 mm Dia.,

(A) Labour0.18 nos Mate 160.00 day 28.800.50 nos Mason 180.00 day 90.004.00 nos Mazdoor 130.00 day 520.00




(D) Total of (A) + (B)+( C) 13939.38


1 RM

14




(B) Material8.10 cum Cost of 40mm SS-5 HBG M/C metal 706.65 cum 5723.874.05 cum Cost of 20mm SS-5 HBG M/C metal 662.90 cum 2684.751.35 cum Cost of 10mm SS-5 HBG M/C metal 762.90 cum 1029.926.75 cum Sand at site 206.60 cum 1394.554.13 MT Cement at site 0.00 MT 0.00




Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,seignorage and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (4th Revision) for footings and Raft foundation .

4.00 % Form work @ 4% on (A)+(B)+( C) 18880.69 Cum 755.23


(F) Total of (A) + (B)+( C)+(D)+(E) 20814.08


1 Cum

15




(B) Material8.10 cum Cost of 40mm SS-5 HBG M/C metal 706.65 cum 5723.874.05 cum Cost of 20mm SS-5 HBG M/C metal 662.90 cum 2684.751.35 cum Cost of 10mm SS-5 HBG M/C metal 762.90 cum 1029.926.75 cum Sand at site 206.60 cum 1394.554.13 MT Cement at site 0.00 MT 0.00






(F) Total of (A) + (B)+( C)+(D)+(E) 22014.89


1 Cum

16

Unit = cum Page 472,457 of MoRT&H SDB

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,seignorage and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (4th Revision) for Sub structure .

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Bed blocks & Backing walls

Taking output = 15 cum(A) Labour

0.86 nos Mate 160.00 day 137.601.50 nos Mason 180.00 day 270.00


(B) Material8.10 cum Cost of 20mm SS-5 HBG M/C metal 662.90 cum 5369.495.40 cum Cost of 10mm SS-5 HBG M/C metal 762.90 4119.666.75 cum Sand at site 206.60 cum 1394.555.12 MT Cement at site 0.00 MT 0.00



Total 5040.00(D) Form work



(F) Total of (A) + (B)+( C)+(D)+(E) 22073.90


1 Cum

16




(B) Material8.10 cum Cost of 20mm SS-5 HBG M/C metal 662.90 cum 5369.495.40 cum Cost of 10mm SS-5 HBG M/C metal 762.90 4119.666.75 cum Sand at site 206.60 cum 1394.555.12 MT Cement at site 0.00 MT 0.00





Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Deck slab


(F) Total of (A) + (B)+( C)+(D)+(E) 24080.61


1 Cum

17




(B) Material5.40 cum Cost of 40mm SS-5 HBG M/C metal 706.65 cum 3815.918.10 cum Cost of 20mm SS-5 HBG M/C metal 662.90 cum 5369.496.75 cum Sand at site 206.60 cum 1394.554.13 MT Cement at site 0.00 MT 0.00



5040.002.25 nos Labour for cleaning deck slab 130.00 day 292.50


(E) Total of (A) + (B)+( C)+(D) 20182.29

(F) Add Contractors Profit at 10% on (F) 2018.23Cost per 15 cum (E)+(F) 22200.52Rate for 1 cum 1480.03Rate to be adopted 1480.00

1 Cum

18

Unit = MT Page 489,490 of MoRT&H SDBTaking output = 1 MT

(A) Labour

Vibrated cement concrete M 30 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,seignorage and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100,2700 (4th Revision) for CC Pavements

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (4th revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

0.44 nos Mate 160.00 day 70.403.00 nos Black smith 160.00 day 480.008.00 nos Mazdoor 130.00 day 1040.00


1.05 MT HYSD bars including overlaps 31500.00 MT 33075.008.00 Kg Binding wire 0.00 MT 0.00

Total 33075.00


(D) Total of (A) + (B)+( C) 36745.32

(E) Add Contractors Profit at 10% on (D) 3674.53Rate for 1 MT (D)+(E) 40419.85Rate to be adopted 40420.00

1 MT

19

Unit = MT Page 459,460 of MoRT&H SDBTaking output = 1 MT

(A) Labour0.34 nos Mate 160.00 day 54.402.00 nos Black smith 160.00 day 320.006.50 nos Mazdoor 130.00 day 845.00


1.05 MT HYSD bars including overlaps 31500.00 MT 33075.006.00 Kg Binding wire 0.00 MT 0.00

Total 33075.00


(D) Total of (A) + (B)+( C) 36352.06

(E) Add Contractors Profit at 10% on (D) 3635.21Rate for 1 MT (D)+(E) 39987.27Rate to be adopted 39987.00

1 MT

20


(A) Labour0.01 day Mate 160.00 day 1.600.30 day Mazdoor 130.00 day 39.00

40.60(B) Material

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (4th revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.

Sand filling in foundation including cost, seignoirage and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (4th Revision) and as directed by the Engineer - in - Charge.

1.20 Cum Sand for filling 154.60 cum 185.52(C) Over head charges @ 6% (10%-VAT)

6.00 % Add for Over head charges @ 6% on (A)+(B) 13.57

(D) Total of (A) + (B)+( C) 239.69

(E) Add Contractors Profit at 10% on (D) 23.97Cost per 1 cum (D)+(E) 263.66

Or say 264.00

1 cum21

Unit = cumTaking output = 15 cum Page 472,457 of MoRT&H SDB



(B) Material8.10 cum Cost of 20mm SS-5 HBG M/C metal 662.90 cum 5369.495.40 cum Cost of 10mm SS-5 HBG M/C metal 762.90 cum 4119.666.75 cum Sand at site 206.60 cum 1394.555.12 MT Cement at site 0.00 MT 0.00




4.00 % Form work @ 4% on (A)+(B)+( C) 18931.30 757.25


(F) Total of (A) + (B)+( C)+(D)+(E) 20869.86


1 Cum

22

Unit = 10 sqmTaking output = 10 sqm Page 452 & 333 of MoRT&H SDB

(A) Labour

0.04 day Mate 160.00 day 6.400.50 day Mason 180.00 day 90.00

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Cover slabs over side drains

Plastering in CM (1:5) 12 mm thick including cost and conveyance of all materials, seigniorage charges, labour charges, curing etc complete for finished item of work as directed by the Engineer -in-Charge

0.50 day Mazdoor 130.00 day 65.00161.40

(B) Material0.144 Cum Cement Mortar (1:5) 340.33 Cum 49.01

(C) Over head charges @ 6% (10%-VAT) 6.00 % Add for Over head charges @ 6% on (A)+(B) 210.41 12.62

(D) Total of (A) + (B)+( C) 223.03

(E) Add Contractors Profit at 10% on (D) 22.30Cost per 10 sqm (D)+(E) 245.33

Or say 245.00

1 SqmSub-Analysis

Cement Mortar (1:5)(a) Material

0.303 MT Cement 0.00 MT 0.001.05 cum Sand for Mortar 206.60 cum 216.93

216.93(b) Labour

0.04 day Mate 160.00 6.400.90 day Mazdoor 130.00 117.00

123.40Rate per cum 340.33

23

Unit = 1 sqmTaking output = 40 sqm Page 220 of MoRT&H SDB

(A) Labour

0.12 day Mate 160.00 day 19.202.00 day Painter 180.00 day 360.001.00 day Mazdoor 130.00 day 130.00

509.20(B) Material

6.00 Litres Paint Confirming to requirement of clause 803.3 146.50 Lit 879.00(C) Over head charges @ 6% (10%-VAT)

6.00 % Add for Over head charges @ 6% on (A)+(B) 1388.20 83.29

(D) Total of (A) + (B)+( C) 1471.49

(E) Add Contractors Profit at 10% on (D) 147.15Cost per 40 sqm (D)+(E) 1618.64Rate for 1 Sqm 40.47

Or say 40.50

1 Sqm

24

Cost as per SSR for 25.40 mm thick Mastic pad 609.80 1 Sqm

Cost as per SSR for 12.70 mm thick Mastic pad 349.00 1 Sqm

Difference in cost of 12.70mm & 25.40mm thick 260.80 1 Sqm

Now required 20mm thick Mastic Pad

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Cost and supply of Mastic pads 20mm thick ilncluding cost and conveyance of mastic pads to the required soze amd fixing in position etc., complete as directed by the Engineer-in-charge.

Cost of 12.70mm thick difference 260.80 1 Sqm

Difference between 25.40 mm - 20 mm thick :

5.40mm thick : 226.80 / 12.70 x 5.40 = 110.89 / Sqm.

Proportional cost of 20mm thick Mastic Pad :

(Cost of 25.40mm thick - difference 5.40mm thick)

= Rs.530.30 - 96.43 = 498.91 1 Sqm. 498.91Rate to be adopted 499.00

1 Sqm

Date post:	22-Nov-2014
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CC Roads ( Morth ) Phase I( R&B) 16-10-2010

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