Muthyalapadu SC Colony No.I Estimate 389 G.O.cc Roads

50.00

Grant : N.R.E.G.S.

Name of work:- Providing Internal CC roads with CC drains in colony at village of Pamulapadu Mandal

Estimate Cost :- (Rs in Lakhs)

Panchayat Raj Engineering Department

Input Sheet

Population of the locality S.C./ST Population

Total

Length of the road Drain 0 0 1200 1200

WBM 0 0 1048 1048

CC road 0 0 1048 1048

RCC Slabs 0 0 14 14

House Holds 0 0 0 0

Width of the road 0.00 0.00 5.50

Enter the values for Population in Pop.

Enter the values of length and width in the above table

Deputy Executive Engineer Assistant EngineerP.R.I.Sub Division M.P.Pamulapadu

Nandikotkur

Name of work:- Providing Internal CC roads with CC drains in SC colony No.I at Muthyalapadu village of Chagalamarri Mandal

Type of section : 2

Type of section : 3

Type of section : 4

Detailed Cum Abstract Estimate

S.C./ST Population Estimate Cost : 50.00 Lakhs

Task Name NosMeasurements

Quantity Rate per AmountL B D

Part I-Road work (RW)

1

1 x 2 1200.00 0.55 0.78 1029.60

Total 1029.60 56.08 57740.00

Cum 1 Cum

2

1 x 2 1200.00 0.55 0.23 303.60

Total 303.60 11.18 3394.00

Cum 1 Cum

3

1 x 2 1200.00 0.55 0.23 303.60

Total 303.60 265.70 80667.00

Cum 1 Cum

4

1 x 2 1200.00 0.55 0.55 726.00

deductions 1 x -2 1200.00 0.3+0.10/2 0.40 -192.00

Total 534.00 3683.54 1967010.00

Cum 1 Cum


Population of the locality

Sl. No.

CCRW01.Engaging Unskilled Labour for earth work excavation in ordinary soils AT SITE with initial lead & initial lift and breaking clods and sectioning for formation of embankment (RSSR)

For side drain C.S. -4

CCRW02.Engaging unskilled labour for Filling foundation with sand excluding cost and conveyance of sand (CSSR)


CCRW03.Cost and conveyance of sand for Filling including all charges but excluding labour charges for filling (CSSR)


CCRWA04.Providing plain cement concrete M15 Using 20mm H.B.G. Crushed Metal and 10mm HBG crushed Metal with 250Kgs of Cement per 1 cum of concrete including cost and conveyence of all materials and labour charges etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD and guidelines For side drains.




Sl. No.

5

1 x 14 5.00 0.55 0.15 5.78

Total 5.78 4351.94 25154.00

Cum 1 Cum

6

1 x 14 75.00 1050.00

Total 1050.00 49095.60 51550.00

Kgs 1 MT

7

1 x 1 1048 3.50 0.18 660.24

1 x 2 1048 0.7 0.18 264.10

1 x 2 1048 0.95 0.096 191.16

1 x 2 1048.00 1.20 0.15 377.28Total 1492.78 176.38 263297.00

8

1 x 1 1048 3.50 0.18 660.24

1 x 2 1048 0.7 0.18 264.10

CCRW05 Providing RCC M20 using 20mm H.B.G. Crushed Metal and 10mm HBG crushed Metal including cost and conveyence of all materials,taxes,operational,incidental and labour charges such as machine mixing,laying concrete,curing etc complete but excluding cost of steel and fabrication charges for Slab over drains.

For slabs C.S. -4

CCRW06.Supplying,fitting,and placing HYSD bars reinforcement in slab over drain complete as per technical specifications including fabrication charges etc. complete.

For slabs C.S. -4

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 <15% and plasticity index <6% in soaked condition including stacking to Departmental guage for pre measurements as per MORD standards for Sub Base. (CSSR)

For side drain C.S. -4 base

For side drain C.S. -4 shouders



CCRW08 Engaging USL for spreading the collected well graded granular material and sectioning for Sub Base & Shoulders.(CSSR)





Sl. No.

1 x 2 1048 0.95 0.096 191.16

1 x 2 1048 1.2 0.15 377.28

Total 1492.78 14.70 21944.00

9

1 x 1 1048 3.50 0.15 550.20

1 x 2 1048 0.7 0.15 220.08

1 x 2 1048 0.95 0.075 149.34

1 x 2 1048 1.2 0.13 314.40Total 1234.02 125.49 154857.00

10

1 x 1 1048.00 3.00 0.075 235.80

Total 235.80 956.22 225477.00

11

1 x 1 1048.00 3.00 0.075 235.80

Total 235.80 294.76 69504.00



CCRW09.Compaction of collected well graded granular soil to OMC using 8-l0T Power Road Roller to achieve CBR value not <15% and plasticity index <6% with required waterings and keeping the rolled surface wet for a period of 15 days as per MORD standards for sub base and for Shoulders (CSSR)





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 surfaces per MORD standards (CSSR)


CCRW11 Spreading the collected mixer of stone aggregates in uniform thicknesses and good gravel for blindage, hand packing and rolling with 8-l0T 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 (CSSR)




Sl. No.

12

1 x 1 1048.00 2.50 0.125 327.50

Total 327.50 4520.38 1480424.00

13

1 x 175 2.50 0.125 54.69

Total 54.69 461.00 25212.00

14

Name board 1 1.00Total 1.00 3323.95 3300.00

15 Seigniorage charges on quantity of Metal

1069.06 50.00 53453.00

16 Seigniorage charges on quantity of Sand

1217.45 40.00 48698.00

17 Seigniorage charges on quantity of Gravel

985.23 22.00 21675.00

18 VAT @ 4%5% 4321298.00 216065.00

19 QC Charges @ 0.50%0.005 4553356.00 22767.00

20 Provision for price escalation cement and steel0.05 4321298.00 207812.00

Grand Total 5000000.00

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 383 including all labour charges etc complete


CCRW13.Providing Mastic Pads of size 0.6m X1.2 M of 12.7mm thick as per CSSR


CRW16.Supply and fixing of MS name board of size 2feet.6inch x4feet including painting and required lettering

DATA SHEET

S. No Description Unit Quantity Rate Rs.

1 2 3 4 51

Rate as per Current RSSR for formation of road Cum 1.00 71.08

Deduct for breaking clods & sectioning Cum 1.00 15.00

Net rate

2

Mazdoor (Unskilled) day 0.052 215.00

Rate per 1.00 Cum loose

3

Sand cum 1.00 265.70

4

Unit = cum

(a) Material

Cement t 0.250 5300.00

Coarse sand cum 0.480 763.86

20 mm aggregate cum 0.480 1631.58


(b) Labour

Mate day -


Index-code

CCRW01.Engaging Unskilled Labour for earth work excavation in ordinary soils AT SITE with initial lead & initial lift and breaking clods and sectioning for formation of embankment (RSSR)

CCRW02.Engaging unskilled labour for Filling foundation with sand excluding cost and conveyance of sand (CSSR)

CCRW03.Cost and conveyance of sand for Filling including all charges but excluding labour charges for filling (CSSR)

Providing plain cement concrete M15 using 20 mm to 12 mm Graded HBG crushed Metal with 250 Kgs of cement per 1 cum 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 caluse 800 & 1200 (1) of MORD and guidelines For side drains.


1 2 3 4 5

Index-code

Mason (1st Class) day 0.100 285.00


(c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.400 345.00

10.00% 3348.67

Rate per cum = a+b+c+d+e+f

5

Unit = cum

(a) Material

Cement t 0.330 5300.00

Coarse sand cum 0.45 763.86



(b) Labour

Mate day -

Mason (1st Class) day 0.10 285.00


c) Machinery

Concrete mixer 0.4/0.28 cum capacity hr / cum 0.40 345.00

Total (a+b+c)

Height upto 5 m @ 10 per cent 10.00% 3956.31

Rate per cum = a+b+c+d+e+f

6

(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)

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

d) For formwork and staging add the following percentage of (a+b+c):

Supplying, fitting and placing HYSD bar reinforcement in slab over drain complete and technical specifications including fabrication charges


1 2 3 4 5

Index-code

(a) Material

t 1.050 44500.00

Binding wire kg 6.00 55.00

(b) Labour

Blacksmith / Bar bender day 2.00 285.00


Rate per MT

7

Taking Output =1 Cum

Gravel @ 66% Cum 0.66 130.37

Sand @ 34% Cum 0.34 265.70


8


Gravel @ 66% Cum 0.66 130.37

Stone dust @ 34% Cum 0.34 742.58


9

Rate as sper RSSR Cum 1.00 14.70


HYSD/TMT/ MS bars including 5 per cent for overlaps and wastage

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 2.6 mm) with CBR not <15% and plasticity index <6% in soaked condition including labour charges and stacking to Departmental guage for pre measurements as per MORD standards for Sub Base. (CSSR)

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 stone dust of size less than 2.6 mm) with CBR not <15% and plasticity index <6% in soaked condition including labour charges and stacking to Departmental guage for pre measurements as per MORD standards for Sub Base. (CSSR)

Engaging Unskilled labour for spreading the collected well graded granular material and sectioning for sub base & shoulders. (RSSR)


1 2 3 4 5

Index-code

9


Tractor with Rotavator 25 cum per hour Hrs 12.00 345.00

Tractor mounted Grader @ 25 cum per hour Hrs 12.00 345.00

Water tanker 6 Kl Capacity Hrs 5.00 345.00

Three wheeled 8-10 T Power roller @10.00cum /Hr. Hr 30.00 844.40

Water Kl 30.00 77.00

Rate per 300 Cum

Rate per 1.00 Cum Compact

10


60-63mm IRC HBG metal(50% of 435.60 cum) Cum 217.80 502.37

40-45mm IRC HBG metal(46% of 435.60 cum) Cum 200.38 642.37

19-22mm irc METAL m/C (4% OF 435.60 cum) Cum 17.42 1092.37

Stone Screening

cum 86.40 1007.83



11

Compaction of collected well graded granular soil to OMC using 8-l0T Power Road Roller to achieve CBR value not <15% and plasticity index <6% with required waterings and keeping the rolled surface wet for a period of 15 days as per MORD standards for Base (192 mm loose to 150 mm compacted) and for Shoulders (96 loose to 75 mm compacted) (CSSR)

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 surfaces per MORD standards (100 mm loose to 75 mm compacted) (CSSR)

Type B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqm

Spreading the collected mixer of stone aggregates in uniform thicknesses and good gravel for blindage, hand packing and rolling with 8-l0T 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 (100 mm loose to 75 mm compacted) (CSSR)


1 2 3 4 5

Index-code

Taking Output = 360 Cum

Mazdoor(skilled) days 12.08 215.00

Mazdoor(Unskilled) days 250.00 215.00

Water tanker 6Kl capacity Hrs 24.00 345.00

three wheeled 8-10T static roller Hrs 36.00 844.40

Water Kl 144.00 77.00

Rate per 360 Cum

Rate per 1.00 Cum

12

Unit = cumTaking output = 75 cum (172.50 t)(100 x 3.75 x 0.200)

Mate day -

Mason (1st class) day 5.00 285.00

Mason (2nd class) day 5.00 260.00


Mazdoor (Skilled) day 6.00 215.00

Surveyor day 2.00 400.00

Mazdoor (Semi-Skilled) day 6.00 215.00

b) Machinery

hour 36.00 345.00

Needle vibrator hour 9.00 120.40

Plate vibrator hour 9.00 40.00

Water tanker 6 kl capacity hour 5.00 345.00

Air Compressor (1 hour initial + 1 hour final) hour 2.00 871.40

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 383 including all labour charges etc. complete (CSSR)

a) Labour

Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh batcher and suitable capacity calibrated water tank


1 2 3 4 5

Index-code

c) Material

20 mm HBG M/C Metal cum 44.55 1631.58

10 mm HBG M/C Metal cum 22.95 1276.58

cum 33.75 763.86

Cement @ 330 kg/cum of concrete t 24.75 5300.00

Polythene sheet 125 micron sqm 412.50 15.00

Plasticizer 0.5 per cent by weight of cement litre 122.00 57.00

Water for curing kl 18.00 77.00

d) Formwork @ 3% of (a+b+c) 0.03 329153.58

Cost for 75 cum = a+b+c+d+e+f

Rate per cum = (a+b+c+d+e+f)/75

13

Cost of mastic pad 1 Sqm 1 461.00

RB

R-T

SR

A-1 Printing New Letters and Figures of any Shade

14

English and Roman

Detail for 100 letters of 160 mm height, i.e. 1600 cm

Unit = per cm height per letter

Mate day -Painter 1st Class day 1.25 300.00Painter Assistant dayMazdoor (Unskilled) day 0.57 215.00b) MaterialPaint litre 0.5 170.00Cost for 1600 cm = a+b+c+dRate per cm height per letter = (a+b+c+d)/1600

16

Crushed stone coarse aggregates, grading will be as per Clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum of concrete (25 mm & 12.5 mm blending)

Sand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45 cum/cum of concrete

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

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH

Hyphens, commas and the like not to be measured and paid for.

a) Labour

Material charges for Plastering with CM (1:3), 20 mm thick including cost and conveyance of all materials and lobour charges etc., complete as CSSR


1 2 3 4 5

Index-code

Cement Mortar (1 : 3)

Unit : 1cum

A. MATERIALS:

Cement kg. 480 5300.00

Sand (including 5% wastage) cum 1.05 763.86

B. MACHINERY

- Nil - -

C. LABOUR:

Man mazdoor for mixing mortar day 0.2 215.00

Grand Total

17

Unit = 10 sqm

A. MATERIALS:

Cement Mortar (1:3) cum 0.15 3389.05

B. LABOUR:

Mason 1st class day 0.6 285.00

Mazdoor (unskilled) day 0.96 215.00

Grand Total

Rate Per 1 Sqm

Wage component

Material component

GENERIC TASKS

18

mt 0.33 202.00

BLD-CSTN-

1-4

BLD-CSTN-

6-1

Plastering with CM (1:3), 12 mm thick including cost and conveyance of all materials and labour charges etc complete

Cost and fixing charges of 75 mm 4kgs/cm2 PVC pipe including cost and conveyance of all materials and labour charges etc ., complete.

DATA SHEET

6

71.08

-15.00

56.08

11.18

11.18

265.70

265.70

1325.00

366.65

783.16

408.51

Name of work:- Providing Internal CC roads with CC drains in SC colony No.I at Muthyalapadu village of Chagalamarri

Amount Rs.

6

Amount Rs.

28.50

298.85

138.00

334.87

3683.54

1749.00

343.74

881.05

517.17

28.50

298.85

138.00

3956.31

395.63

4351.94

6

Amount Rs.

46725.00

330.00

570.00

1470.60

49095.60

86.04

90.34

176.38

86.04

252.48

338.52

14.70

14.70

6

Amount Rs.

4140.00

4140.00

1725.00

25332.00

2310.00

37647.00

125.49

109416.19

128718.10

19029.09

87076.51

344239.88

956.22

6

Amount Rs.

2597.20

53750.00

8280.00

30398.40

11088.00

106113.60

294.76

1425.00

1300.00

32250.00

1290.00

800.00

1290.00

12420.00

1083.60

360.00

1725.00

1742.80

6

Amount Rs.

72686.89

29297.51

25780.28

131175.00

6187.50

6954.00

1386.00

9874.61

339028.19

4520.38

461.00

375.00

122.55

85.00582.55

0.36

6

Amount Rs.

2544.00

802.05

43.00

3389.05

508.36

171.00

206.40

885.76

88.58

21.29

67.29

66.66

LEAD STATEMENT


Description of material Initial Rate Total cost Unit

1 2 3 4 5 6 7 8 9 10

1 Gravel Ramatheertham 7.00 72.37 58.00 130.37 Cum

2 60-63mm HBT metal Ramatheertham 7.00 72.37 360.00 70.00 502.37 Cum



5 9.50-11.20mm HBG M/c metal Yagantipalli 65.00 506.58 560.00 70.00 140.00 1276.58 Cum

6 HBG Stone Chips 5-7mm Yagantipalli 65.00 506.58 430.00 70.00 107.50 1114.08 Cum

7 HBG Stone Chips 2.36-5mm Yagantipalli 65.00 506.58 260.00 70.00 65.00 901.58 Cum

8 Yagantipalli 65.00 506.58 236.00 742.58 Cum

10 40mm M/C HBG metal Yagantipalli 65.00 506.58 500.00 70.00 125.00 1201.58 Cum

11 20mm M/c HBG metal Yagantipalli 65.00 506.58 844.00 70.00 211.00 1631.58 Cum



14 Sand for Mortar Chennur 61.00 478.86 285.00 763.86 Cum

15 Sand for filling Local 5.00 55.70 210.00 265.70 Cum

Sl. No.

Name of the quarry

Lead in Km

Conveyance charges

excluding 14 % O.H & C.F.

Blasting charges

Machine crushing charges

HBG Stone Chips 2.36mm and below

Description of material Initial Rate Total cost UnitSl. No.

Name of the quarry

Lead in Km

Conveyance charges

excluding 14 % O.H & C.F.

Blasting charges

Machine crushing charges

16 Cement 5300.00 5300.00 MT

17 Fe 415 HYSD 44500.00 44500.00 MT

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

2 Certified that the SSR 2011-12 is adopted

Deputy Executive Engineer Assistant Engineer

P.R.I.Sub Division M.P.PamulapaduNandikotkur

Lead Chart (11-12)Lead SS rate for 11-12 Net Con.Charges

Metal, Stone Metal, Stone

1 23.80 21.40 20.88 18.772 33.30 30.00 29.21 26.323 44.50 44.50 39.04 39.044 54.00 54.00 47.37 47.375 63.50 63.50 55.7 55.76 73.00 73.00 64.04 64.047 82.50 82.50 72.37 72.378 92.00 92.00 80.7 80.79 101.50 101.50 89.04 89.04

10 111.00 111.00 97.37 97.3711 120.50 120.50 105.7 105.712 130.00 130.00 114.04 114.0413 139.50 139.50 122.37 122.3714 149.00 149.00 130.7 130.715 158.50 158.50 139.04 139.0416 168.00 168.00 147.37 147.3717 177.50 177.50 155.7 155.718 187.00 187.00 164.04 164.0419 196.50 196.50 172.37 172.3720 206.00 206.00 180.7 180.721 215.50 215.50 189.04 189.0422 225.00 225.00 197.37 197.3723 234.50 234.50 205.7 205.724 244.00 244.00 214.04 214.0425 253.50 253.50 222.37 222.3726 263.00 263.00 230.7 230.727 272.50 272.50 239.04 239.0428 282.00 282.00 247.37 247.3729 291.50 291.50 255.7 255.730 301.00 301.00 264.04 264.0431 308.90 308.90 270.96 270.9632 316.80 316.80 277.89 277.8933 324.70 324.70 284.82 284.8234 332.60 332.60 291.75 291.7535 340.50 340.50 298.68 298.6836 348.40 348.40 305.61 305.6137 356.30 356.30 312.54 312.5438 364.20 364.20 319.47 319.4739 372.10 372.10 326.4 326.440 380.00 380.00 333.33 333.3341 387.90 387.90 340.26 340.2642 395.80 395.80 347.19 347.1943 403.70 403.70 354.12 354.1244 411.60 411.60 361.05 361.0545 419.50 419.50 367.98 367.9846 427.40 427.40 374.91 374.9147 435.30 435.30 381.84 381.8448 443.20 443.20 388.77 388.7749 451.10 451.10 395.7 395.7

Earth, Sand, Gravel

Earth, Sand, Gravel

50 459.00 459.00 402.63 402.6351 466.90 466.90 409.56 409.5652 474.80 474.80 416.49 416.4953 482.70 482.70 423.42 423.4254 490.60 490.60 430.35 430.3555 498.50 498.50 437.28 437.2856 506.40 506.40 444.21 444.2157 514.30 514.30 451.14 451.1458 522.20 522.20 458.07 458.0759 530.10 530.10 465 46560 538.00 538.00 471.93 471.9361 545.90 545.90 478.86 478.8662 553.80 553.80 485.79 485.7963 561.70 561.70 492.72 492.7264 569.60 569.60 499.65 499.6565 577.50 577.50 506.58 506.5866 585.40 585.40 513.51 513.5167 593.30 593.30 520.44 520.4468 601.20 601.20 527.37 527.3769 609.10 609.10 534.3 534.370 617.00 617.00 541.23 541.2371 624.90 624.90 548.16 548.1672 632.80 632.80 555.09 555.0973 640.70 640.70 562.02 562.0274 648.60 648.60 568.95 568.9575 656.50 656.50 575.88 575.8876 664.40 664.40 582.81 582.8177 672.30 672.30 589.74 589.7478 680.20 680.20 596.67 596.6779 688.10 688.10 603.6 603.680 696.00 696.00 610.53 610.5381 703.90 703.90 617.46 617.4682 711.80 711.80 624.39 624.3983 719.70 719.70 631.32 631.3284 727.60 727.60 638.25 638.2585 735.50 735.50 645.18 645.1886 743.40 743.40 652.11 652.1187 751.30 751.30 659.04 659.0488 759.20 759.20 665.96 665.9689 767.10 767.10 672.89 672.8990 775.00 775.00 679.82 679.8291 782.90 782.90 686.75 686.7592 790.80 790.80 693.68 693.6893 798.70 798.70 700.61 700.6194 806.60 806.60 707.54 707.5495 814.50 814.50 714.47 714.4796 822.40 822.40 721.4 721.497 830.30 830.30 728.33 728.3398 838.20 838.20 735.26 735.2699 846.10 846.10 742.19 742.19

100 854.00 854.00 749.12 749.12101 861.90 861.90 756.05 756.05102 869.80 869.80 762.98 762.98103 877.70 877.70 769.91 769.91

104 885.60 885.60 776.84 776.84105 893.50 893.50 783.77 783.77106 901.40 901.40 790.7 790.7107 909.30 909.30 797.63 797.63108 917.20 917.20 804.56 804.56109 925.10 925.10 811.49 811.49110 933.00 933.00 818.42 818.42111 940.90 940.90 825.35 825.35112 948.80 948.80 832.28 832.28113 956.70 956.70 839.21 839.21114 964.60 964.60 846.14 846.14115 972.50 972.50 853.07 853.07116 980.40 980.40 860 860117 988.30 988.30 866.93 866.93118 996.20 996.20 873.86 873.86119 1004.10 1004.10 880.79 880.79120 1012.00 1012.00 887.72 887.72121 1019.90 1019.90 894.65 894.65122 1027.80 1027.80 901.58 901.58123 1035.70 1035.70 908.51 908.51124 1043.60 1043.60 915.44 915.44125 1051.50 1051.50 922.37 922.37126 1059.40 1059.40 929.3 929.3127 1067.30 1067.30 936.23 936.23128 1075.20 1075.20 943.16 943.16129 1083.10 1083.10 950.09 950.09130 1091.00 1091.00 957.02 957.02131 1098.90 1098.90 963.95 963.95132 1106.80 1106.80 970.88 970.88133 1114.70 1114.70 977.81 977.81134 1122.60 1122.60 984.74 984.74135 1130.50 1130.50 991.67 991.67136 1138.40 1138.40 998.6 998.6137 1146.30 1146.30 1005.53 1005.53138 1154.20 1154.20 1012.46 1012.46139 1162.10 1162.10 1019.39 1019.39140 1170.00 1170.00 1026.32 1026.32141 1177.90 1177.90 1033.25 1033.25142 1185.80 1185.80 1040.18 1040.18143 1193.70 1193.70 1047.11 1047.11144 1201.60 1201.60 1054.04 1054.04145 1209.50 1209.50 1060.96 1060.96146 1217.40 1217.40 1067.89 1067.89147 1225.30 1225.30 1074.82 1074.82148 1233.20 1233.20 1081.75 1081.75149 1241.10 1241.10 1088.68 1088.68150 1249.00 1249.00 1095.61 1095.61151 1256.90 1256.90 1102.54 1102.54152 1264.80 1264.80 1109.47 1109.47153 1272.70 1272.70 1116.4 1116.4154 1280.60 1280.60 1123.33 1123.33155 1288.50 1288.50 1130.26 1130.26156 1296.40 1296.40 1137.19 1137.19157 1304.30 1304.30 1144.12 1144.12

158 1312.20 1312.20 1151.05 1151.05159 1320.10 1320.10 1157.98 1157.98160 1328.00 1328.00 1164.91 1164.91161 1335.90 1335.90 1171.84 1171.84162 1343.80 1343.80 1178.77 1178.77163 1351.70 1351.70 1185.7 1185.7164 1359.60 1359.60 1192.63 1192.63165 1367.50 1367.50 1199.56 1199.56166 1375.40 1375.40 1206.49 1206.49167 1383.30 1383.30 1213.42 1213.42168 1391.20 1391.20 1220.35 1220.35169 1399.10 1399.10 1227.28 1227.28170 1407.00 1407.00 1234.21 1234.21171 1414.90 1414.90 1241.14 1241.14172 1422.80 1422.80 1248.07 1248.07173 1430.70 1430.70 1255 1255174 1438.60 1438.60 1261.93 1261.93175 1446.50 1446.50 1268.86 1268.86176 1454.40 1454.40 1275.79 1275.79177 1462.30 1462.30 1282.72 1282.72178 1470.20 1470.20 1289.65 1289.65179 1478.10 1478.10 1296.58 1296.58180 1486.00 1486.00 1303.51 1303.51181 1493.90 1493.90 1310.44 1310.44182 1501.80 1501.80 1317.37 1317.37183 1509.70 1509.70 1324.3 1324.3184 1517.60 1517.60 1331.23 1331.23185 1525.50 1525.50 1338.16 1338.16186 1533.40 1533.40 1345.09 1345.09187 1541.30 1541.30 1352.02 1352.02188 1549.20 1549.20 1358.95 1358.95189 1557.10 1557.10 1365.88 1365.88190 1565.00 1565.00 1372.81 1372.81191 1572.90 1572.90 1379.74 1379.74192 1580.80 1580.80 1386.67 1386.67193 1588.70 1588.70 1393.6 1393.6194 1596.60 1596.60 1400.53 1400.53195 1604.50 1604.50 1407.46 1407.46196 1612.40 1612.40 1414.39 1414.39197 1620.30 1620.30 1421.32 1421.32198 1628.20 1628.20 1428.25 1428.25199 1636.10 1636.10 1435.18 1435.18200 1644.00 1644.00 1442.11 1442.11201 1651.90 1651.90 1449.04 1449.04202 1659.80 1659.80 1455.96 1455.96203 1667.70 1667.70 1462.89 1462.89204 1675.60 1675.60 1469.82 1469.82205 1683.50 1683.50 1476.75 1476.75206 1691.40 1691.40 1483.68 1483.68207 1699.30 1699.30 1490.61 1490.61208 1707.20 1707.20 1497.54 1497.54209 1715.10 1715.10 1504.47 1504.47210 1723.00 1723.00 1511.4 1511.4211 1730.90 1730.90 1518.33 1518.33

212 1738.80 1738.80 1525.26 1525.26213 1746.70 1746.70 1532.19 1532.19214 1754.60 1754.60 1539.12 1539.12215 1762.50 1762.50 1546.05 1546.05216 1770.40 1770.40 1552.98 1552.98217 1778.30 1778.30 1559.91 1559.91218 1786.20 1786.20 1566.84 1566.84219 1794.10 1794.10 1573.77 1573.77220 1802.00 1802.00 1580.7 1580.7221 1809.90 1809.90 1587.63 1587.63222 1817.80 1817.80 1594.56 1594.56223 1825.70 1825.70 1601.49 1601.49224 1833.60 1833.60 1608.42 1608.42225 1841.50 1841.50 1615.35 1615.35226 1849.40 1849.40 1622.28 1622.28227 1857.30 1857.30 1629.21 1629.21228 1865.20 1865.20 1636.14 1636.14229 1873.10 1873.10 1643.07 1643.07230 1881.00 1881.00 1650 1650231 1888.90 1888.90 1656.93 1656.93232 1896.80 1896.80 1663.86 1663.86233 1904.70 1904.70 1670.79 1670.79234 1912.60 1912.60 1677.72 1677.72235 1920.50 1920.50 1684.65 1684.65236 1928.40 1928.40 1691.58 1691.58237 1936.30 1936.30 1698.51 1698.51238 1944.20 1944.20 1705.44 1705.44239 1952.10 1952.10 1712.37 1712.37240 1960.00 1960.00 1719.3 1719.3241 1967.90 1967.90 1726.23 1726.23242 1975.80 1975.80 1733.16 1733.16243 1983.70 1983.70 1740.09 1740.09244 1991.60 1991.60 1747.02 1747.02245 1999.50 1999.50 1753.95 1753.95246 2007.40 2007.40 1760.88 1760.88247 2015.30 2015.30 1767.81 1767.81248 2023.20 2023.20 1774.74 1774.74249 2031.10 2031.10 1781.67 1781.67250 2039.00 2039.00 1788.6 1788.6251 2046.90 2046.90 1795.53 1795.53252 2054.80 2054.80 1802.46 1802.46

Loading 38.10 75.70 33.42 66.4Unloading 12.00 12.00 10.53 10.53Stacking 5.50 8.70 4.82 7.63


1

Nos Length Wt/per Rate /Kg Amount

2 2.55 5.10

5.10 4.47 22.80

2 0.60 1.20

3 0.90 2.70

3.90 3.50 13.65

36.45

Add 5% extra for wastage 1.82

38.27 42.50 1626.48

MS Sheet of 20 guage 1 0.9 0.60 0.54 7.85 4.24

Add 5% extra for wastage 0.21

4.45 44.50 198.03

kg 40.69 14.00 569.66

Supply and fixing of NREGS logo and informatory sign board using 50x50x6mm MS angles for legs, 40x40x6mm MS angles for board frame and MS sheet of 20 guage for board and M.S. angle ironframe will be welded to 2 nos M.S.Iron angle legs, lettering and painting of superiorquality in required shade and colour. All sections of framed posts and sheet will be painted with primer and two coats of epoxy paint as per drwing clause 1701 and annexures 1700.1 including all labour charges

Total Length

Total Weight

MS Angles 50x50x6mm

MS Angles 40x40x6mm

Labour charges for fabricating steel works like Iron Doors excluding cost of fixing in position

Labour charges for fixing Iron Doors in position kg 40.69 3.00 122.07

2 0.30 0.30 0.45 0.08 52.94 4.24

2 0.30 0.30 0.45 0.08 3758.85 300.71

1 2 0.90 0.60 1.08 59.75 64.53

9x4=36 per cm height per letter

28x3=84 per cm height per letter

132x2=264 per cm height per letter 384.00 0.36 138.24

Transportation Charges to site 300.00

Rate per Name Baord 3323.95

Deputy Executive Engineer Assistant EngineerP.R.I.Sub Division M.P.Pamulapadu

Nandikotkur

Excavation for foundation

Cement Concrete M15 grade

Painting on MS steelpaltes with primer and two coats

Printing new letters and figures of any shade with synthetic enamel paint black or any other colour approved colour to give any shade

Date post:	24-Oct-2014
Category:	Documents
Upload:	sai-anil-kumar
View:	39 times
Download:	0 times

Muthyalapadu SC Colony No.I Estimate 389 G.O.cc Roads

Documents