1. mothkur new sc colony.xls

8/10/2019 1. Mothkur new SC colony.xls

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S. No. DesriptionAmount

(Lakhs)Length

1 Construction of Pucca internrnal roads with drains, culvert innew SC colony of Mothkur (v).

25.00 310.00

2Construction of Pucca Internal roads, drains in old SC colony

of Mothkur(v).25.00 340.00

3Construction of Pucca Internal roads, drains in ST-SC-BC

colony of Mothkur(v).25.00 340.00

4Construction of Pucca Internal roads, drains in General

colony of Mothkur(v).50.00 700.00

TOTAL 125.00 1690.00

Lakhs Mt

GENERAL ABSTRACT (Work Done)Construction of Pucca Internal roads or streets including side drains,

culverts in Mothkur village.


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SC

990.00

700.00

1690.00

Mt


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S.No

Materials

GSB

(Gravel+Stone

dust)

WBM GrII

Sand forfilling

PCCM10

PCC M15

1384.08 520.84

584.40 22.50 672.06 18.22 267.85

1 CW01.Amount for wage

com onent2

CW02.cement(Work done)

CW02.cement 3.936 #REF!

3CW03.sand for filling #REF!

4 .san or mortar or

done)

CW04.sand for mortar 8.20 #REF!

5 . ra e e a : or

done) 630.20

6CW05.Grade III Metal: 27.23

7 CW07.20mm to 12mm HBG/HBT

graded Metal:(Work done)

CW07.20mm to 12mm HBG/HBT

graded Metal: #REF!

8 CW08.Graded Metal (40mm +

20mm +10mm) #REF!

9

CW09.40 mm nominal HBGMetal 16.398

11 CW11.VAT@5% (except on labourcharges)

[email protected]%

13CW13.Seignorage charges

INPUT DATA SHEET

Name of Work: Name of the Work:Providing CC Roads and CC D
mailto:CW11.VAT@5%25%20(except%20on%20labour%20charges)mailto:CW11.VAT@5%25%20(except%20on%20labour%20charges)mailto:[email protected]%25mailto:[email protected]%25mailto:CW11.VAT@5%25%20(except%20on%20labour%20charges)mailto:CW11.VAT@5%25%20(except%20on%20labour%20charges)


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14CW14.cost of NP, other Pipes

15CW15.LS amount

10 CW10.Cost towards skilled

labour, sami skilled labour other

equipments & material charges

including all other materials not

Supply of Gravel for sub base

(work done) 1218.43

Supply of stone dust for sub

base (work done) 484.43

Supply of Gravel for shoulders 496.74

Supply of stone dust forshoulders 204.54

Supply of Gravel for sub base #REF!

Supply of stone dust for sub

base #REF!

Compaction of Granual soil

(work done) 1153.38

Compaction of Granual soil 48.00

Screenings(Work done) 130.40

Compaction of WBM(Work done) 520.84

Screenings 5.40

Compaction of WBM 22.50

Centering & labour charges M15

side drain bed 267.85Centering & labour charges M15

side drain side walls #REF!


PC bed 18.22


PC side walls #REF!


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M30 CC

pavemen

t

RCCM20

TotalQty

MaterialRate

Amount

892.12

30.00 24.75

43673.00 143673.00

312.24 6244.84 275.00 1717331.00

10.50 8.168 #REF! 300.00 #REF!

#REF! 355.18 #REF!

401.45 401.45 1331.32 534458.00 1376.7

13.50 11.14 #REF! 1455.18 #REF! 1376.7

630.20 1440.00 907488.00 1566.7

27.23 1550.00 42207.00 2151.7

802.91 802.91 1730.00 1389031.00

27.00 22.28 #REF! 2030.00 #REF!

#REF! 1430.00 #REF! 1763.11

16.40 1645.00 26975.00

#REF!

72477.00

257263.00

ains in Jammi Nagar (ST colony) at Velugodu.


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251802.00

25611.00

1218.43 209.21 254908.00

484.43 1044.21 505847.00

496.74 241.86 120142.00

204.54 1172.11 239743.00

#REF! 241.86 #REF!

#REF! 1172.11 #REF!

1153.38 110.46 127402.00

48.00 131.12 6294.00

130.40 1310.46 170884.00 151.24

520.84 315.60 164377.00

5.40 1410.00 7614.00

22.50 368.63 8294.00

267.85 880.16 235751.00

#REF! 2897.48 #REF!

18.22 838.25 15273.00

#REF! 1352.09 #REF!


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24.75 24.75 1206.81 29869.00

892.12 892.12 1280.83 1142654.00

30.00 30.00 1438.01 43140.00

189000.00

10688.00

5000.00

#REF! -16184000 #REF!

Assistant Executive EngineerM.P. Velugodu.


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Work ID :

:

: 25.00 lakhs

:

:

:

:

:

:

:

PANCHAYATRAJ ENGINEERING DEPARTMENT

DETAILED ESTIMATE

NAME OF SUB.DIVISION PRI., ATMAKUR

NAME OF THE WORK Construction of Pucca internrnal roads withdrains, culvert in new SC colony of Mothkur

(v).

ESTIMATE COST

NAME OF THEGRANT MGNREGS

NAME OF ASMB.CONSTITUENCY ATMAKUR

NAME OF DISTRICT / CIRCLE KURNOOL

NAME OF THE VILLAGE MOTHKUR

NAME OF THE MANDAL VELUGODU

NAME OF THE DIVISION PR : NANDYAL


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Est Cost Rs : 25.00 Lakhs

1

2

3

4

5

Providing of WBM surface over Granular Sub base.

SPECIFICATION REPORT

Specification report to accompany the Detailed estimate for the work

Construction of Pucca internrnal roads with drains, culvert in new SC colony of Mothkur

(v).

The above work is proposed for sanction under under MGNREGS

The following provisions are made in the estimate.

The estimate is prepared as per standards of MORD with current S.S.R. of2014-15 and RSSR and the work will be executed as per A.P.S.S Standards .

CC pavement using M30 grade with 3.00Mts width and 170mm thick.

Providing RCC M- 20 for slabs over drains for cross roads

Provision for VAT and Q.C. Charges

Provision for Seigniorage charges

Assistant Executive EngiM.P. Velugodu.

Dy. Executive EngineerPRI(P.R), Atmakur.

Executive EngineerP.R.Division, Nandyal.

Superintending EngineerP.R. Kurnool.


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Pop Estimate Cost : 25.00 Lakhs

L B D

1

for road work 1 x 1 310.00 3.50 0.18 195.30

shouders 1 x 2 310.00 0.50 0.120 37.20

310.00 Total 232.50 500.58 116385

2

for road work 1 x 1 310.00 3.50 0.10 108.50

shouders 1 x 2 310.00 0.50 0.120 37.20Total 145.70 20.51 2988

3

for road work 1 x 1 310.00 3.50 0.15 162.75

Total 162.75 199.72 325044

For Base course 1 x 1 310.00 3.20 0.075 74.40

Total 74.40 2122.88 1579425

For Base course 1 x 1 310.00 3.20 0.075 74.40

Total 74.40 487.84 36295

Side Drian:


(v).Population of the locality

Sl.

No.Task Name Nos

Measurements Quantity

(cum)

Rate per (1

cum)Amount

CC16- Supply and collection of well graded granular material (i.e. 66%

(61%-71%)of gravel having stone aggregate of 9.5 mm to 4.75 mm size,

and 34%(29%-39%) of stone dust of size less than 2.6 mm) with CBR

not


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L B D

Population of the localitySl.

No.Task Name Nos


(cum)

Rate per (1

cum)Amount

6

For side drain 1 x 2 310.00 0.55 0.60 204.60

Total 204.60 99.25 203077

For side drain 1 x 2 310.00 0.55 0.23 78.43

Total 78.43 415.77 326098

For side drain 1 x 2 310.00 0.55 0.23 78.43

Total 78.43 20.51 16099

For side drain bed 1 x 2 310.00 0.55 0.10 34.10

Total 34.10 5062.79 17264110

side walls of side drain 1 x 2 310.00 0.55 0.45 153.45

Deductions 1 x -2 310.00

(0.3+0.1)/

2 0.45 -55.80

97.65 7191.77 702276

Total 0.00 5354.88 011

For slabs over drain 1 x 2 75.00 150.00 46.2 6930

Labour charges for fitting1 x 2 75.00 150.00 49.28 7392

Kg Kg12

For slabs over drain 1 x 2 5.00 0.55 0.15 0.83

CC 33 Earth work in excavation for side drain structure as per drawing

and technical specification clause 305.1 including setting out,

construction of shoring and bracing, removal of stumps and other

deliterious material and diposal up to a lead of 50 , dressing of sides

and bottom and back filling in trenches with excavated suitable

material as per technical specification 305 MORD/304 MORTh.(CSSR)

CC07-Cost and conveyance of sand for filling including all charges but

excluding labour charges for filling.

CC09.Engaging unskilled labour for Filling foundation with sand

includin cost and conve ance of sand and labour char es RSSR

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.





caluse 800 & 1200 (1) of MORD and guidelines For side walls of side

CC58Supplying, fitting and placing HYSD bar reinforcement in slab

over drain complete and technical specifications including fabrication

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.


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L B D


No.Task Name Nos


(cum)

Rate per (1

cum)Amount

Total 0.83 5819.63 480113

For C C pavement 1 x 1 310.00 3.00 0.170 158.10

Total 158.10 6092.95 963295

2262974

14

5% 2262974 11314915

0.50% 2262974 11315

16 79936

17 32626

Grand Total 2500000

Construction of un-reinforced, dowel jointed at expansion and

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

prepared sub base using M30 grade, coarse and fine aggregates

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

VAT @ 5%

QC Charges @ 0.50%

Seigniorage charges

Provision for unforseen items






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Sl.

Nocription of i No

L B D QTY RATE AMOUNT Qty Rate Amount

1 2 3 4 5 6 7 8 9 10 11 12 13

1

535.24 80.47 43071.00 535.24 80.47 43071.00 0.00Page 1,5 of Cum

2

for sub base 598.97 452.75 271184.00 598.97 452.75 271184.00 0.00Page 7 of MB Cum Cum

3

Page 7 of MB 598.97 16.64 9967.00 598.97 16.64 9967.00 0.00Cum Cum

Engaging Unskilled Labour for earth work excavation inordinary soils AT SITE with initial lead & initial lift

and sectioning for formation of embankment - (RSSR)

CC 16- Supply and collection of well graded granular

material (i.e. 66% (61%-71%)of gravel having stone

aggregate of 9.5 mm to 4.75 mm size, and 34%(29%-

39%) of stone dust of size less than 2.6 mm) with CBR

not


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4

Page 9 of MB 499.14 110.46 55135.00 499.14 110.46 55135.00 0.00Cum Cum

Part 'B' - WORK TO BE DONE AS PER SSR 2013-14

5

737.96 80.47 59384.00 0.00 99.25 0.00 0.00Cum Cum

6

2456.71 452.75 1112275.00 232.50 500.58 116385.00 0.00 9Cum Cum

Engaging Unskilled Labour for earth work excavation in

ordinary soils AT SITE with initial lead & initial lift

and sectioning for formation of embankment - (RSSR)

CC16- Supply and collection of well graded granular

material (i.e. 66% (61%-71%)of gravel having stoneaggregate of 9.5 mm to 4.75 mm size, and 34%(29%-

39%) of stone dust of size less than 2.6 mm) with CBR

not


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7

2456.71 16.64 40880.00 145.70 20.51 2988.00 0.00Cum Cum

8

1410.66 110.46 155822.00 162.75 199.72 32504.00 0.00 1Cum Cum

9

895.22 2063.11 1846937.00 74.40 2122.88 157942.00 0.00 16Cum Cum

CC24-Engaging Unskilled labour for spreading the

collected well graded granular material and sectioning

for sub base & shoulders. (RSSR)

CC25-Compaction of collected well graded granular soil

to OMC using 8-l0T Power Road Roller to achieve CBRvalue not


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10

895.22 315.60 282531.00 74.40 487.84 36295.00 0.00 2Cum Cum

11

4999.18 80.47 402284.00 204.60 99.25 20307.00 0.00 3Cum Cum

12

1474.12 313.44 462048.00 78.43 415.77 32609.00 0.00 4Cum Cum

13

1474.12 16.64 24529.00 78.43 20.51 1609.00 0.00

CC30-Spreading & compaction of 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

(91 mm loose to 75 mm compacted) (CSSR)

CC 33 Earth work in excavation for side drain

structure as per drawing and technical specification

clause 305.1 including setting out, construction of

shoring and bracing, removal of stumps and other

deliterious material and diposal up to a lead of 50 ,

dressing of sides and bottom and back filling in

trenches with excavated suitable material as per

technical specification 305 MORD/304 MORTh.(CSSR)

CC07-Cost and conveyance of sand for filling including

all charges but excluding labour charges for filling.

CC09.Engaging unskilled labour for Filling foundation

with sand including cost and conveyance of sand and

labour charges (RSSR)


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Cum Cum

14

503.58 3965.72 1997057.00 34.10 5062.79 172641.00 0.00 18Cum Cum

15

1442.07 5759.19 8305155.00 97.65 7191.77 702276.00 0.00 760.00 5354.88 0.00 0.00

Cum Cum

16

HYSD bars 4500.00 46.20 207900.00 150.00 46.20 6930.00 0.00 2

For Labour & Bindin wire 4500.00 2.56 11520.00 150.00 49.28 7392.00 0.00

Kg Kg

CC58Supplying, fitting and placing HYSD bar

reinforcement in slab over drain complete and

technical specifications including fabrication charges

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

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 walls of side drains.


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17

29.70 4511.38 133988.00 0.83 5819.63 4801.00 0.00 1Cum Cum

17

0.00 1348.05 0.00 0.00Cum

18

1456.50 4871.92 7095951.00 158.10 6092.95 963295.00 0.00 61Cum Cum

19

1.00 4500.00 3500.00 1.00 5000.00 5000.00 1500.00

Construction of un-reinforced, dowel jointed at

expansion and construction joint only,PCC pavement

thickness as per design over a prepared sub base usingM30 grade, coarse and fine aggregates confirming to

IS 383 including all labour charges etc. complete

CSSR

CRW16.Supply and fixing of MS name board of size

2feet.6inch x4feet including painting and required

lettering

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

Providing and laying reinforced cement concrete pipe

NP3 for culverts on first class bedding of granular

material with cement mortar 1:2 but excluding

excavation, protection works, backfilling, concrete and

masonry works in head wall and parapets. Tech


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No. No.

20 922956.00 113149.00 0.00 8

21 112918.00 11315.00 0.00 1

22 436897.00 79936.00 0.00 3

23 1102111.00 32626.00 0.00 10

Total 25096000.00 2879357.00 1500.00 222

QC Charges @ 0.50%

VAT @ 5%

Seigniorage charges



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As per Original Estimate 25096000.00 Excess 1500.00

As per Work done Estimate 2879357.00 Less 22218143.00

Difference -22216643.00 22216643.00


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15

mar


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Sl.

No.Description of material Name of the quarry Lead in Km

Conveyance

charges

(excluding Conc.

Profit)

Initial RateBlasting

charges

Machine

crushing

charges

1 2 3 4 5 6 7 8

1 Gravel Banakacherla 19.00 228.51 103.00

2 Sand for filling Local 5.00 73.77 342.00

3 Sand for Concrete Sunkesula 121.00 1187.81 462.00

4 HBG Stone Chips 2.36mm and below yanganti palli 81.00 819.82 357.00

WBM Grade II metal

5 60-63mm metal (50% of 435.60) yanganti palli 81.00 819.82 419.00



Cement concrete Metal

8 20mm M/c HBG metal (60%) yanganti palli 81.00 819.82 1365.00

9 12mm M/c HBG metal (40%) yanganti palli 81.00 819.82 1097.00

10 9.50-11.20mm HBG M/c metal yanganti palli 81.00 819.82 935.00

11 40mm M/C HBG metal yanganti palli 81.00 819.82 845.00

12 10mm M/c HBG metal yanganti palli 81.00 819.82 935.00

Type B screens

13 HBG Stone Chips 5-7mm yanganti palli 81.00 819.82 735.00

14 HBG Stone Chips 2.36-5mm yanganti palli 81.00 819.82 474.00

15 Cement At Site 5900.00

16 450 mm dia NP3 class S&S pipes Gopavaram 43.00 124.68 1284.00

17 Steel At Site 44000.00

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

LEAD STATEMENT (SSR 2014-2015)

Construction of Pucca internrnal roads with drains, culvert in new SC colony of Mothkur (v).

Assistant Executive EnM.P. Velugodu.





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Index-

codeDescription Unit Quantity Rate Rs. Amount Rs.

2 3 4 5 6

1

Rate as per Current RSSR Cum 1.00 99.25 99.25

Net rate 99.25

2

Rate per 1.00 Cum loose 20.51

3

Sand cum 1.00 415.77 415.77415.77

4

Taking Output =1 Cum

Gravel @ 80% Cum 0.96 331.51 318.25

Stone dust @ 20% Cum 0.24 1176.82 282.44

Rate per 1.00 Cum 600.69Loose Rate per 1.00 Cum 500.58

5 Engaging Unskilled labour for spreading the

collected well graded granular material and

sectionin for sub base & shoulders. RSSRRate as sper RSSR Cum 1.20 20.51 24.61


6

Tractor with Rotavator 25 cum per hour Hrs 12.00 422.00 5064.00

Water tanker 6 Kl Capacity Hrs 5.00 658.35 3291.75

Three wheeled 8-10 T roller @10cum /Hr. Hr 30.00 1718.70 51561.00

Rate per 300 Cum 59916.75

Rate per 1.00 Cum Compact 199.72

Engaging Unskilled Labour for earth work excavation in ordinary soils AT SITE with

initial lead & initial lift and sectioning for formation of embankment - (RSSR)

Engaging Unskilled Labour for filling/spreding with gravel/sand/stone dust but

excluding conveyance of sand(RSSR)

Cost and conveyance of sand for filling including all charges but excluding labour

charges for filling

CC 16- Supply and collection of well graded granular material (i.e. 66% (61%-71%)of

gravel having stone aggregate of 9.5 mm to 4.75 mm size, and 34%(29%-39%) of

stone dust of size less than 2.6 mm) with CBR not


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Index-


2 3 4 5 6

S.

No

1

7

Taking Output =360 Cum 435.60 1472.00 641203.20

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


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

Stone Screening

Type B 11.2 mm for Grading 2 @ 0.18 / 0.20

cum/10sqm cum 86.401424.00

123033.60


i. Total Rate per 1.00 Cum Compact 2122.88

ii.Graded metal Rate per 1.00 Cum excluding screening 1781.12

iii. screens (i-ii) cum 341.76

8

(a) MaterialBinding material ( Gravel)@ 0.06cum /10 sqm for

WBM Grading II Cum 28.80 331.51 9547.49

Water kl 144.00 77.00 11088.00

(b) Labour

Mazdoor(skilled) days 12.08 295.00 3563.60

Mazdoor(Unskilled) days 250.00 295.00 73750.00

Water tanker 6Kl capacity Hrs 24.00 658.35 15800.40

three wheeled 8-10T static roller Hrs 36.00 1718.70 61873.20

Rate per 360 Cum 175622.69

Rate per 1.00 Cum 487.84

9

Unit = cum

(a) Material

Cement t 0.25 5900.00 1475.00

Coarse sand cum 0.48 1649.81 791.91

20 mm aggregate @0.54 cum 0.90 2077.00 1869.30

12 mm [email protected] cum

sub total for material 4136.21

Taking Output = 360 Cum

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 Bed.

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 (91 mm loose to75 mm com acted) (CSSR)

CC30-Spreading & compaction of 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 (91 mm

loose to 75 mm com acted CSSR


33/66

Index-


2 3 4 5 6

S.

No

1

(b) Labour

Mate day -

Mason (1st Class) day 0.10 385.00 38.50

Mazdoor (Unskilled) day 1.39 295.00 410.05

sub total for labour 448.55

(c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.40 328.60 131.44

Vibrator charges hour 0.40 165.70 66.28

Water tanker 6 kl capacity hour 0.13 658.35 85.59

sub total for mechinery 283.31

(d) Formwork @ 4% on cost of material, labour and

machiner (a+b+c) 4.00% 4868.07 194.72

Rate per cum = a+b+c+d+e+f 5062.79

Supply & delivery of Cement kg 1475.00

Supply & collection of metal cum 1869.30Supply & collection of sand cum 791.91

Centering & labour charges 926.58

10

Unit = cum

(a) Material

Cement t 0.25 5900.00 1475.00

Coarse sand cum 0.48 1649.81 791.9120 mm aggregate @0.54 cum 0.90 2077.00 1869.30



(b) Labour

Mate day -




(c) Machinery


Vibrator charges hour 1.40 165.70 231.98Water tanker 6 kl capacity hour 0.13 658.35 85.59


(d) Formwork as per plinth beam centering charges

of CSSR 2410.00 2158.00



Supply & collection of metal cum 1869.30

Supply & collection of sand cum 791.91





802,803,1202 & 1203 as per caluse 800 & 1200 (1) of MORD and guidelines For


34/66

Index-


2 3 4 5 6

S.

No

1

11

Unit = cum

a MaterialCement t 0.330 5900.00 1947.00Coarse sand cum 0.450 1649.81 742.41

20 mm aggregate @0.54 cum 0.90 2077.00 1869.30

12 mm [email protected] cum 0.00


(b) Labour

Mate day -




c) Machinery

Concrete mixer 0.4/0.28 cum capacity hr / 0.40 328.60 131.44




Total (a+b+c) 5290.57

d) For formwork and staging add the following

percentage of (a+b+c):

10 per cent 10.00% 5290.57 529.06e&f) Overheads & Contractors Profit






12

(a) Material

HYSD/TMT/ MS bars including 5 per cent foroverla s and wasta e

t 1.05 44000.00 46200.00

(b) Labour

Blacksmith / Bar bender day 2.00 385.00 770.00


Binding wire kg 6.00 70.00 420.00

Rate per MT of HYSD bars 49278.00

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 forSlab over drain.

CC58Supplying, fitting and placing HYSD bar reinforcement in slab over drain

complete and technical specifications including fabrication charges


35/66

Index-


2 3 4 5 6

S.

No

1

13

Unit = cum

Taking output = 75 cum (172.50 t)

(2147 x 3.00 x 0.17)

a) Labour

Mate day -

Mason (1st class) day 5.00 385.00 1925.00

Mason (2nd class) day 5.00 345.00 1725.00


Mazdoor (Skilled) day 6.00 295.00 1770.00

Mazdoor (Semi-Skilled) day 6.00 295.00 1770.00


b) Machinery

Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) hour 36.00 328.60 11829.60

Plate vibrator hour 9.00 165.70 1491.30



c) Material

Crushed stone coarse aggregates, grading will be as

er Clause 1501.2.4.1 (Table 1500.1) of s ecifications

cum 67.50

20 mm aggregate @0.60 cum 67.50 2077.00 140197.50

12 mm [email protected] cum 0.00Sand for concrete @ 0.45 cum/cum of concrete cum 33.75 1649.81 55681.09

Cement @ 350 kg/cum of concrete t 26.25 5900.00 154875.00

Polythene sheet 125 micron (200x3.00x1.10=660) sqm 660.00 20.00 13200.00

Mastic Pad 3x.0.15x28=12.60 sqm 12.60 925.00 11655.00


sub total of a+b+c 443661.24

d) Formwork @ 3% of (a+b+c) 0.03 443661.24 13309.84Cost for 75 cum = a+b+c+d+e+f 456971.08

Rate per cum = (a+b+c+d+e+f)/75 6092.95

Supply & delivery of Cement kg 2065.00Supply & collection of metal cum 1869.30



Construction of un-reinforced, dowel jointed at expansion and construction joint

only,PCC pavement thickness as per design over a prepared sub base using M30

grade, coarse and fine aggregates confirming to IS 383 including all labour

charges etc. complete (CSSR)


36/66

Index-


2 3 4 5 6

S.

No

1

13

Unit = cum

(a) Material

Cement t 0.25 5900.00 1475.00

Coarse sand cum 0.48 1649.81 791.91

20 mm aggregate @0.54 cum 0.90 2077.00 1869.30



(b) Labour

Mate day -

Mason (1st Class) day 0.10 385.00 38.50Mazdoor (Unskilled) day 1.39 295.00 410.05


(c) Machinery






machinery (a+b+c) 10.00% 4868.07 486.81


14

Unit = m

Taking output = 7.5 m

Rate per m

450 mm dia

a) Labour

Mate day -Mason (1st Class) day 0.12 385.00 46.20


Laying & fixing of Pipes position including lifting,

aligning etc.,

rm 341.20


b) Material

Sand at site cum 0.020 1649.81 33.00

Cement at site t 0.018 5900.00 106.20




802,803,1202 & 1203 as per caluse 800 & 1200 (1) of MORD and guidelines Forside drains Bed.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first

class bedding of granular material with cement mortar 1:2 but excluding

excavation, protection works, backfilling, concrete and masonry works in head wall

and parapets. Tech Specification Clause 1106 MORD


37/66

Index-


2 3 4 5 6

S.

No

1

450 mm dia RCC pipe NP3 pipe m 7.50 1284.00 9630.00


Cost for 7.5 m = a+b+c 10110.40

Rate per m = (a+b)/7.5 Rs. 1348.05






38/66

S.N

oItem Quantity Unit

Qty Ratio Rate Amount

1 2 3 4 5 6 7 8

1 GSB 162.75

Gravel 162.75 0.66 22.00 2363.00

stone dust 162.75 0.34 50.00 2767.00

2 WBM 895.22

Metal 895.22 1.00 50.00 44761.00

Screenings 895.22 0.24 40.00 8594.00

3 Sand filling Sand 78.43 1.00 40.00 3137.00

4 M15 Concrete 131.75

131.75 0.900 50.00 5929.00

Sand 131.75 0.45 40.00 2372.00

5 M20 Concrete 0.83 Cum

Metal 0.83 0.90 50.00 37.00

Sand 0.83 0.45 40.00 15.00

6 M30 Concrete 158.10 Cum

Metal 158.10 0.90 50.00 7115.00

Sand 158.10 0.45 40.00 2846.00

Total 79936.00

Seigniorage Charges


(v).

Seigniorage Charges

Metal






39/66

Pop Estimate Cost : #REF! Lakhs

L B D

Part 'A' - WORK DONE AS PER SSR 2012-13

1

for road work 831.90 535.24 80.47 43071

Page 1,5 of MB 0727A

2

for sub base 1 x 1 831.90 4.00 0.18 598.97 452.75 271184

Page 7 of MB 0786A

3

for sub base 1 x 1 831.90 4.00 0.18 598.97 16.64 9967

Page 7 of MB 0727A

4

for sub base 1 x 1 831.90 4.00 0.15 499.14 110.46 55135

Page 9 of MB 0727A

Part 'B' - WORK TO BE DONE AS PER SSR 2013-14

1

for road work 1 x 1 3183.00 4.00 0.15 1909.80

deduct work done 1 x 1 -831.90 -535.24

2351.10 1374.56 87.51 120288

2

for road work 1 x 1 3183.00 4.00 0.18 2291.76

For side drain shouders 1 x 2 3183.00 1.00 0.120 763.92

CC 16-Engaging Unskilled labour for spreading the collected well

graded granular material and sectioning for sub base & shoulders.

CRWA09-Compaction of collected well graded granular soil to OMC

using 8-l0T Power Road Roller to achieve CBR value not


40/66


41/66


L B D


No.Task Name Nos Amount

Quantity

(cum)

Rate per (1

cum)

Measurements

Total 4341.88 87.51 3799588

For side drain 1 x 2 3878.00 0.70 0.23 1248.72

For 450mm dia RCC pipes 1 x 30 5.20 0.80 0.15 18.72

for body walls to 450 mm

dia RCC pipes (0.30+0.30) 2 x 30 0.60 0.50 0.15 2.70

Total 1270.14 358.77 4556889

For side drain 1 x 2 3878.00 0.70 0.23 1248.72



dia RCC pipes (0.30+0.30) 2 x 30 0.60 0.50 0.15 2.70

Total 1270.14 18.09 2297710

For side drain bed 1 x 2 3878.00 0.55 0.10 426.58



dia RCC pipes (0.30+0.30) 2 x 30 0.60 0.50 0.15 2.70

Total 448.00 4724.4

Supply & delivery of Cement 448.00 1300.00 582400

Supply & collection of metal 448.00 1827.00 818496

Supply & collection of sand 448.00 724.21 324446

Centering & labour charges 448.00 873.19 39118911

side walls of side drain 1 x 2 3878.00 0.55 0.45 1919.61

Deductions 1 x -2 3878.00

(0.3+0.1)/

2 0.45 -698.04for body walls to 450 mm

dia RCC pipes 2 x 30 1.20

(0.27+0.4

5)/2 1.00 25.92

Deduct for pipe dia 2 x 30 0.36 -6.1122/7*0.6*0.6/4





caluse 800 & 1200 (1) of MORD and guidelines For side drains.

CC09.Engaging unskilled labour for Filling foundation with sand

including cost and conveyance of sand and labour charges (RSSR)

CC07-Cost and conveyance of sand for filling including all charges but

excluding labour charges for filling.





caluse 800 & 1200 (1) of MORD and guidelines For side walls of side

drains.


42/66


L B D



Quantity

(cum)

Rate per (1

cum)

Measurements

Total 1241.38 6748.69





For slabs over drain 1 x 80 75.00 6000.00 45.15 270900

Labour charges for fitting1 x 80 75.00 6000.00 2.85 17100

Kg Kg13

For slabs over drain 1 x 80 5.00 0.55 0.15 33.00

Total 33.00 5404.77





for drain 1 x 30 5.00 150.00

Total 150.00 1740.97

cement 150.00 12.48 1872

sand 150.00 4.02 603

450 mm dia RCC pipe NP3 pipe 150.00 1681.53 252230

labour charges 150.00 42.94 6441

Rmt Rmt15

For C C pavement 1 x 1 3884.00 3.00 0.125 1456.50

Total 1456.50 5756.28

Supply & delivery of Cement kg 1456.50 6092.95 8874382

Supply & collection of metal cum 1456.50 #REF! #REF!

Supply & collection of sand cum 1456.50 #REF! #REF!

Centering & labour charges 1456.50 #REF! #REF!16

Providing and laying reinforced cement concrete pipe NP3 for culverts

on first class bedding of granular material with cement mortar 1:2 but

excluding excavation, protection works, backfilling, concrete and

masonry works in head wall and parapets. Tech Specification Clause

CRW16.Supply and fixing of MS name board of size 2feet.6inch x4feet

including painting and required lettering

CC58Supplying, fitting and placing HYSD bar reinforcement in slab

over drain complete and technical specifications including fabrication

charges

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 fabricationcharges for finished item of work for Slab over drain.

Construction of un-reinforced, dowel jointed at expansion and

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

prepared sub base using M30 grade, coarse and fine aggregates

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


43/66


L B D



Quantity

(cum)

Rate per (1

cum)

Measurements

Name board 1 1 5000.00 5000

#REF!

17

5% #REF! #REF!18

0.50% #REF! #REF!

19 79936

20 550789

Grand Total #REF!

VAT @ 5%


Seigniorage charges

QC Charges @ 0.50%

Assistant Executive Engineer

M.P. Velugodu.

Dy. Executive Engineer

PRI(P.R), Atmakur.

Executive Engineer

P.R.Division, Nandyal.

Superintending Engineer

P.R. Kurnool.


44/66

Sl.

No.Description of material Name of the quarry Lead in Km

Conveyance

charges

(excluding Conc.

Profit

Initial RateBlasting

charges

Machine

crushing

charges

1 2 3 4 5 6 7 8

1 Gravel Banakacherla 12.00 151.14 98.00

2 Sand for filling Local 5.00 73.77 285.00

3 Sand for Concrete Sunkesula 114.00 1123.77 385.00

4 HBG Stone Chips 2.36mm and below yanganti palli 88.00 884.30 330.00

WBM Grade II metal

5 60-63mm metal (50% of 435.60) yanganti palli 88.00 884.30 419.00 70.00 104.75



Cement concrete Metal

8 20mm M/c HBG metal (60%) yanganti palli 88.00 884.30 984.00 70.00 246.00

9 12mm M/c HBG metal (40%) yanganti palli 88.00 884.30 780.00 70.00 195.00

10 9.50-11.20mm HBG M/c metal yanganti palli 88.00 884.30 656.00 70.00 164.00

11 40mm M/C HBG metal yanganti palli 88.00 884.30 588.00 70.00 147.00

12 10mm M/c HBG metal yanganti palli 88.00 884.30 656.00 70.00 164.00

Type B screens

13 HBG Stone Chips 5-7mm yanganti palli 88.00 884.30 504.00 70.00 126.00

14 HBG Stone Chips 2.36-5mm yanganti palli 88.00 884.30 308.00 70.00 77.00

15 Cement At Site 5200.00

16 450 mm dia pipes Gopavaram 42.00 111.53 1570.00

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

LEAD STATEMENT (SSR 2013-2014)

Name of the Work:Providing Internal Roads with CC Drains in Indira Nagar (SC colony ) at Velugodu






45/66

WBM Grade II 435.60 Intial Cost & Lead 2012-13 WBM Grade II 435.60 Intial Cost & L

50 % of 60-63 HBG metal 217.80 1326.71 288957.44 50 % of 60-63 HBG metal 217.80 1478.05 3219



for 435.6 cum 629489.92 for 435.6 cum 6984

Rate for 1 cum 1445.11 Rate for 1 cum 160

Type B screens Type B screens

50 % of 5-7 mm HBG metal 0.50 1419.21 709.61 50 % of 5-7 mm HBG metal 0.50 1584.30 7

50 % of 2.36 to 5 mm HBG met 0.50 1201.71 600.86 50 % of 2.36 to 5 mm HBG metal 0.50 1339.30 6


CC road CC road

60.00 % of 20 mm HBG metal 0.60 2184.30 1310.58 60.00 % of 20 mm HBG metal 0.60 2184.30 13

40.00% of 12 mm HBG metal 0.40 1929.30 771.72 40.00% of 12 mm HBG metal 0.40 1929.30 7



46/66

Index-

codeDescription Unit Quantity Rate Rs.

Amount

Rs.

2 3 4 5 6

1

Rate as per Current RSSR Cum 1.00 108.00 87.51

Net rate 87.51

2


3

Sand cum 1.00 358.77 358.77358.77

4

Taking Output =1 Cum

Gravel @ 66% Cum 0.85 249.14 211.77

Stone dust @ 34% Cum 0.35 1214.30 425.01

Rate per 1.00 Cum 636.78Loose Rate per 1.00 Cum 530.65

5

Tractor with Rotavator 25 cum per hour Hrs 12.00 422.00 5064.00

Water tanker 6 Kl Capacity Hrs 5.00 624.00 3120.00

Three wheeled 8-10 T roller @10cum /Hr. Hr 30.00 1038.40 31152.00

Rate per 300 Cum 39336.00Rate per 1.00 Cum Compact 131.12

Engaging Unskilled Labour for filling/spreding with gravel/sand/stone dust but

excluding conveyance of sand(RSSR)

Compaction of collected well graded granular soil to OMC using 8-l0T Power Road

Roller to achieve CBR value not


47/66

Index-


Amount

Rs.

2 3 4 5 6

S.

No

1

6

Taking Output =360 Cum 435.60 1550.00 675180.00



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

Stone Screening

Type B 11.2 mm for Grading 2 @ 0.18 / 0.20

cum/10sqm cum 86.40 1410.00 121824.00


i. Total Rate per 1.00 Cum Compact 2213.90

ii.Graded metal Rate per 1.00 Cum excluding screening 1875.50

iii. screens (i-ii) cum 338.40

7

(a) MaterialBinding material ( Gravel)@ 0.06cum /10 sqm for

WBM Grading II Cum 28.80 249.14 7175.23

(b) Labour

Mazdoor(skilled) days 12.08 280.00 3382.40

Mazdoor(Unskilled) days 250.00 280.00 70000.00

Water tanker 6Kl capacity Hrs 24.00 624.00 14976.00

three wheeled 8-10T static roller Hrs 36.00 1038.40 37382.40

Rate per 360 Cum 132916.03

Rate per 1.00 Cum 369.21

8

Unit = cum

(a) Material

Cement t 0.25 5200.00 1300.00

Coarse sand cum 0.48 1508.77 724.21

20 mm aggregate @0.54 cum 0.90 2030.00 1827.00




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 uidelines For side drains Bed.

Taking Output = 360 Cum

CC30-Spreading & compaction of 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 (91

mm loose to 75 mm com acted 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 (91 mm loose to75 mm com acted) (CSSR)


48/66

Index-


Amount

Rs.

2 3 4 5 6

S.

No

1

(b) Labour

Mate day -




(c) Machinery






machiner (a+b+c) 4.00% 4542.69 181.71



Supply & collection of metal cum 1827.00Supply & collection of sand cum 724.21


9

Unit = cum

(a) Material

Cement t 0.25 5200.00 1300.00

Coarse sand cum 0.48 1508.77 724.2120 mm aggregate @0.54 cum 0.90 2030.00 1827.00



(b) Labour

Mate day -




(c) Machinery


Vibrator charges hour 1.40 48.00 67.20Water tanker 6 kl capacity hour 0.13 624.00 81.12


(d) Formwork as per plinth beam centering charges

of CSSR 2158.00 2158.00







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


49/66

Index-


Amount

Rs.

2 3 4 5 6

S.

No

1

10

Unit = cum

a MaterialCement t 0.330 5200.00 1716.00Coarse sand cum 0.450 1508.77 678.95

20 mm aggregate @0.54 cum 0.90 2030.00 1827.00

12 mm [email protected] cum 0.00


(b) Labour

Mate day -




c) Machinery

Concrete mixer 0.4/0.28 cum capacity hr / 0.40 417.40 166.96




Total (a+b+c) 4913.43

d) For formwork and staging add the following

percentage of (a+b+c):

10 per cent 10.00% 4913.43 491.34e&f) Overheads & Contractors Profit






11

(a) Material

HYSD/TMT/ MS bars including 5 per cent foroverla s and wasta e

t 1.05 43000.00 45150.00

(b) Labour

Blacksmith / Bar bender day 2.00 320.00 640.00


Binding wire kg 6.00 70.00 420.00

Rate per MT 2852.00

CC58Supplying, fitting and placing HYSD bar reinforcement in slab over drain

complete and technical specifications including fabrication charges

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 forSlab over drain.


50/66

Index-


Amount

Rs.

2 3 4 5 6

S.

No

1

12

Unit = cum

Taking output = 75 cum (172.50 t)

(200 x 3.00 x 0.125)

a) Labour

Mate day -

Mason (1st class) day 5.00 350.00 1750.00

Mason (2nd class) day 5.00 320.00 1600.00


Mazdoor (Skilled) day 6.00 280.00 1680.00

Mazdoor (Semi-Skilled) day 6.00 280.00 1680.00


b) Machinery

Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) hour 36.00 417.40 15026.40

Plate vibrator hour 9.00 48.00 432.00



c) Material

Crushed stone coarse aggregates, grading will be as

er Clause 1501.2.4.1 (Table 1500.1) of s ecifications

cum 67.50

20 mm aggregate @0.54 cum 67.50 2030.00 137025.00

12 mm [email protected] cum 0.00Sand for concrete @ 0.45 cum/cum of concrete cum 33.75 1508.77 50920.99

Cement @ 350 kg/cum of concrete t 26.25 5200.00 136500.00

Polythene sheet 125 micron (200x3.00x1.10=660) sqm 660.00 15.00 9900.00

Bitumen primer @ 100ml. Per joint for 60 joints tonne 0.01 33620.00 168.10

Mastic Pad 2.5x.0.125x60=18.75 sqm 18.75 925.00 17343.75


sub total of a+b+c 419146.24

d) Formwork @ 3% of (a+b+c) 0.03 419146.24 12574.39

Cost for 75 cum = a+b+c+d+e+f 431720.63

Rate per cum = (a+b+c+d+e+f)/75 5756.28Supply & delivery of Cement kg 1820.00




Construction of un-reinforced, dowel jointed at expansion and construction joint

only,PCC pavement thickness as per design over a prepared sub base using M30

grade, coarse and fine aggregates confirming to IS 383 including all labour

charges etc. complete (CSSR)


51/66

Index-


Amount

Rs.

2 3 4 5 6

S.

No

1

13

Unit = m

Taking output = 7.5 m

Rate per m

450 mm dia

a) Labour

Mate day -



Laying & fixing of Pipes position including lifting,

ali nin etc.,

rm 322.00


b) Material

Sand at site cum 0.020 1508.77 30.18

Cement at site t 0.018 5200.00 93.60

450 mm dia RCC pipe NP3 pipe m 7.50 1681.53 12611.48


Cost for 7.5 m = a+b+c 13057.26

Rate per m = (a+b)/7.5 Rs. 1740.97

Providing and laying reinforced cement concrete pipe NP3 for culverts on first

class bedding of granular material with cement mortar 1:2 but excluding

excavation, protection works, backfilling, concrete and masonry works in head wall

and parapets. Tech Specification Clause 1106 MORD

Chief Engineer,

PR, MGNREGS,Hyderabad

Approved


52/66

Lead

Earth, Sand,Gravel

Metal, Stone Earth, Sand,Gravel

Metal, StoneBricks

1000nos

Kadapa

slabs,PCCslabs,CC,

wood/cum

Bricks1000nos

Kadapa

slabs,PCCslabs,CC,

wood/cum

1 31.50 3 0.40 27.63 26.67 50.70 44.70 44.47 39.21

244.10 42.60

38.68 37.37 71.00 62.60 62.28 54.91

358.90 58.90

51.67 51.67 94.60 86.60 82.98 75.96

471.50 71.50

62.72 62.72 114.90 105.10 100.79 92.19

584.10 84.10

73.77 73.77 135.20 123.70 118.6 108.51

696.70 96.70

84.82 84.82 155.50 142.20 136.4 124.74

7109.30 109.30

95.88 95.88 175.80 160.70 154.21 140.96

8121.90 121.90

106.93 106.93 196.10 179.20 172.02 157.19

9

134.50 134.50

117.98 117.98 216.40 197.70 189.82 173.42

10147.10 147.10

129.04 129.04 236.70 216.20 207.63 189.65

11159.70 159.70

140.09 140.09 257.00 234.70 225.44 205.88

12172.30 172.30

151.14 151.14 277.30 253.20 243.25 222.11

13184.90 184.90

162.19 162.19 297.60 271.70 261.05 238.33

14197.50 197.50

173.25 173.25 317.90 290.20 278.86 254.56

15210.10 210.10

184.3 184.3 338.20 308.70 296.67 270.79

16222.70 222.70

195.35 195.35 358.50 327.20 314.47 287.02

17235.30 235.30

206.4 206.4 378.80 345.70 332.28 303.25

18247.90 247.90

217.46 217.46 399.10 364.20 350.09 319.47

Lead Chart (14-15)

SS rate for 14-15 Net Con.Charges Net Con.Charges


53/66

19260.50 260.50

228.51 228.51 419.40 382.70 367.89 335.7

20273.10 273.10

239.56 239.56 439.70 401.20 385.7 351.93

21

285.70 285.70

250.61 250.61 460.00 419.70 403.51 368.16

22298.30 298.30

261.67 261.67 480.30 438.20 421.32 384.39

23310.90 310.90

272.72 272.72 500.60 456.70 439.12 400.61

24323.50 323.50

283.77 283.77 520.90 475.20 456.93 416.84

25336.10 336.10

294.82 294.82 541.20 493.70 474.74 433.07

26348.70 348.70

305.88 305.88561.50 512.20

492.54 449.3

27

361.30 361.30

316.93 316.93 581.80 530.70 510.35 465.53

28373.90 373.90

327.98 327.98 602.10 549.20 528.16 481.75

29 386.50 386.50 339.04 339.04 622.40 567.70 545.96 497.98

30 399.10 399.10 350.09 350.09 642.70 586.20 563.77 514.21

31409.60 409.60

359.3 359.3 659.60 601.70 578.6 527.81

32420.10 420.10

368.51 368.51 676.50 617.20 593.42 541.4

33

430.60 430.60

377.72 377.72 693.40 632.70 608.25 555

34

441.10 441.10

386.93 386.93 710.30 648.20 623.07 568.6

35

451.60 451.60

396.14 396.14 727.20 663.70 637.89 582.19

36

462.10 462.10

405.35 405.35 744.10 679.20 652.72 595.79


54/66


55/66

64 756.10 756.10 663.25 663.25 1217.30 1113.20 1067.81 976.49

65 766.60 766.60 672.46 672.46 1234.20 1128.70 1082.63 990.09

66 777.10 777.10 681.67 681.67 1251.10 1144.20 1097.46 1003.68

67 787.60 787.60 690.88 690.88 1268.00 1159.70 1112.28 1017.28

68 798.10 798.10 700.09 700.09 1284.90 1175.20 1127.11 1030.88

69 808.60 808.60 709.3 709.3 1301.80 1190.70 1141.93 1044.4770 819.10 819.10 718.51 718.51 1318.70 1206.20 1156.75 1058.07

71 829.60 829.60 727.72 727.72 1335.60 1221.70 1171.58 1071.67

72 840.10 840.10 736.93 736.93 1352.50 1237.20 1186.4 1085.26

73 850.60 850.60 746.14 746.14 1369.40 1252.70 1201.23 1098.86

74 861.10 861.10 755.35 755.35 1386.30 1268.20 1216.05 1112.46

75 871.60 871.60 764.56 764.56 1403.20 1283.70 1230.88 1126.05

76 882.10 882.10 773.77 773.77 1420.10 1299.20 1245.7 1139.65

77 892.60 892.60 782.98 782.98 1437.00 1314.70 1260.53 1153.25

78 903.10 903.10 792.19 792.19 1453.90 1330.20 1275.35 1166.84

79 913.60 913.60 801.4 801.4 1470.80 1345.70 1290.18 1180.44

80 924.10 924.10 810.61 810.61 1487.70 1361.20 1305 1194.04

81 934.60 934.60 819.82 819.82 1504.60 1376.70 1319.82 1207.63

82 945.10 945.10 829.04 829.04 1521.50 1392.20 1334.65 1221.23

83 955.60 955.60 838.25 838.25 1538.40 1407.70 1349.47 1234.82

84 966.10 966.10 847.46 847.46 1555.30 1423.20 1364.3 1248.42

85 976.60 976.60 856.67 856.67 1572.20 1438.70 1379.12 1262.02

86 987.10 987.10 865.88 865.88 1589.10 1454.20 1393.95 1275.61

87 997.60 997.60 875.09 875.09 1606.00 1469.70 1408.77 1289.21

88 1008.10 1008.10 884.3 884.3 1622.90 1485.20 1423.6 1302.81

89 1018.60 1018.60 893.51 893.51 1639.80 1500.70 1438.42 1316.4

90 1029.10 1029.10 902.72 902.72 1656.70 1516.20 1453.25 133091 1039.60 1039.60 911.93 911.93 1673.60 1531.70 1468.07 1343.6

92 1050.10 1050.10 921.14 921.14 1690.50 1547.20 1482.89 1357.19

93 1060.60 1060.60 930.35 930.35 1707.40 1562.70 1497.72 1370.79

94 1071.10 1071.10 939.56 939.56 1724.30 1578.20 1512.54 1384.39

95 1081.60 1081.60 948.77 948.77 1741.20 1593.70 1527.37 1397.98

96 1092.10 1092.10 957.98 957.98 1758.10 1609.20 1542.19 1411.58

97 1102.60 1102.60 967.19 967.19 1775.00 1624.70 1557.02 1425.18

98 1113.10 1113.10 976.4 976.4 1791.90 1640.20 1571.84 1438.77

99 1123.60 1123.60 985.61 985.61 1808.80 1655.70 1586.67 1452.37

100 1134.10 1134.10 994.82 994.82 1825.70 1671.20 1601.49 1465.96

101 1144.60 1144.60 1004.04 1004.04 1842.60 1686.70 1616.32 1479.56

102 1155.10 1155.10 1013.25 1013.25 1859.50 1702.20 1631.14 1493.16

103 1165.60 1165.60 1022.46 1022.46 1876.40 1717.70 1645.96 1506.75

104 1176.10 1176.10 1031.67 1031.67 1893.30 1733.20 1660.79 1520.35

105 1186.60 1186.60 1040.88 1040.88 1910.20 1748.70 1675.61 1533.95

106 1197.10 1197.10 1050.09 1050.09 1927.10 1764.20 1690.44 1547.54


56/66


57/66

150 1644.10 1644.10 1442.19 1442.19 0 0


58/66


59/66

Teak wood beyond

2.00 to 3.00 mts84756 1 Cum

Sand for

concrete462

Sal wood 51994 1 CumSand for

mortor606

AC sheet corregated 222 1 sqmSand for

filling

342

GI sheet corregated 60 1 Kg Gravel 103

Barbed wire 70 1 Kg2.36mm

bellow330

GI mesh 217 1 Kg RR Stone 160

Chiken mesh 17 1 sqm

Rivitment

stone 225

mm

140

Rolling shetter 2861 1 sqm Bond stone 1250

Collapsable gate 2503 1 sqmQuarry

rabbish81

Tar felt rain seal felt 129 1 SqmCountry

Bricks4700

Polythene sheet 125

micron15.00 1 Sqm Fly ash Bricks 3707

Mastic pad 12.70 mm 568 1 Sqm

Vertified tiles 1274 1 Sqm Centeringcharges

Kadapa slabs/

sahabad slabs of

minimum 50 mm thick1100 10 Sqm Footings 723

Polished Black

Cuddapah slabs of

minimum 15 mm thick

1654 10 Sqm Pedestals 1025

Polished

Bethamcherla

pure(marble

type)white stone ofminimum 25 mm thick

3859 10 Sqm Plingth beam 2410

Polished

Bethamcherla

coloured stone of

minimum 25 mm thick

2756 10 Sqm Lintels 1663


60/66

Water proof cement

powder144 1 Kg Sunsheds 289

Cement based water

proof powder52 1 Kg Coloumns 1497

Wood primer 145 1 Kg Beams 2406

Red oxide 130 1 KgSlabs upto

150mm thick

273

Synthetic enamil paint 253 1 LitreSlabs above

150mm thick280

Exterior emolusion 196 1 Litre Bed blocks 291

White lime 552/25Kg 22.08 1 Kg Side walls 337

White cement 29 1 Kg

Water charges

(Urban)103

Water charges (Rural) 77

Labour

charges for

fabrication of

steel

window/door

grill

22

Labour

charges for

fabrication of

heavy stress

20

Binding wire 70

Labour for

fixing of

heavytrusses

charges

18

White cement 30

Labour for

fixing of

door/window

grills

4

Water profing

compound72

Light jungle clearence 2.6

prosafis jungleclearence

3.7


61/66


62/66


63/66


64/66

Hire

chargws

Blasting charges 70Vibrator

roller2541.40

Smooth

wheel

roller

1718.70

Tractor 415.00

Tractorwith

rotavetor

422.00

Water

tanker

6000 lt

658.35

Dozer

(D50)/(D3

0)

1570.00

Blasting charges 70

Concrete

mixer

0.28/0.40

cum capacity

328.60

Needle vib 165.70

Plate vibra 277.30

Water tanker

8 Kl.

Capacity

877.80

Air

compress

or

507.50

Truck 5.5

cum capacity 995.00

diesel

generator

50 Kva

1222.00

diesel

generator

100 Kva

1126.00


65/66

Motor

grader3216.00

Mechanic

al

broomer

357.00

Bitumin

presser

distributor

1498.00

Emulsion

presser

distributor860.00

Hot mix

plant 40

TPH

19120.00

Blasting charges 76

Paver

finisher

100

2249.00

Front end

loader1646.00

Hydrulic

excavetor 2754.50Weigh

batcher (

hire

charges)

Machine

mixing

503.90

1000 Nos

0.00812 25/each

CumDismantli

ng

Cum

Cum

Cum


66/66

Sqm

Cum

Cum

Sqm

Sqm

Cum

Sqm

1 Kg

1 Kg

1 Kg

1 Kg

1. mothkur new sc colony.xls

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