ahalyapuram bridge 7-1-2012

8/3/2019 Ahalyapuram Bridge 7-1-2012

1/150

Note File No. W23/AP 12 IX LB 09 /Ankamonikunta/MBNR/201

Subject:-

Submitted Sir,

Name of the District : Mahabubnagar

Name of the Division : Mahabubnagar

Name of the Mandal : Veldanda

Name of the work :

:

Package No : AP 12 IX LB 09

: Drawings given by Design section of thi

Admn sanction Cost :

Bridge Design approval Ref : Approved copy yet to be given

Linear water way of the proposed b : 94.13 meters

MFL : 99.1

RCL : 101.65

Type of bridge : High level bridge

Type of foundation Isolated footings

No of vents proposed with span : 9 vents of 10.37 M effective span

width of the structure proposed : 7.50m wide

: 94.13 meters

cost per m : 2.31

Mahabubnagar Dist - PMGSY-Ph-IX- AP12 IX LB09- C/o of High levBollampally vagu on R/F Velidanda PWD Road to Ankamonikunta @ 6/Rs.217.78 lakhs - Detailed Estimate submission for technical Sanction -

Construction of Bridge on BollampalVeldanda PWD Road to Ankamoniku

7/2 KM

Administrative sanction Ref. No. &date

GO Ms No 330 dt 17.9.2010 of PR & RDept Sl.No.294

Rs.217.78 lakhs( Rs 124.77 GOI + Rs.93.01 Sta

Length of the structure proposedBack to Back of abutments


2/150

Approach road proposed if any : Not Proposed

: Not Furnished

:

Rates of Cement, steel

Item : Rate Unit

Cement : 4600.00 MT

Steel Fe-415 : 34500.00 MT

Steel MS : 34500.00 MT

Provisions made in the estimate

Description Quantity Rate Amount

1

Foundation

2217.50 62.25 138039

547.35 71.15 38944

154.22 3180.33 490461

874.58 3850.00 3367129

Sub structure

439.74 4040.31 1776669

RCC M 25 for bed blocks

25.03 4949.66 123895

RCC M 15 forBody walls1068.00 4040.31 4315051

Super sructure

Whether inspection report ofSE/EE is furnished

SSR & DATA used forpreparation Estimate Common SSR 2010-11 & As per AP RStandard DATA with 14% OH & CP exand Seigneorage

Sl.No

Bridge part (9V 10.37meffective span)

Earth for foundatio up to3.00 m below water level

Earth for foundatio up to3.00 m to 6.00 m below

water level

PCC (1:3:6) levellingcourse for piers ,Abutments

PCC M 15 for Foundationsof piers,Abutments

PCC M 15 forpiers,Abutments


3/150

RCC M 25 for Deck slabs621.9 5330.63 3315119

17.1 4651.16 79535

58.75 4725.87 277635

5.25 3751.56 19696

RCC M25 for Railling207.68 1897.50 394074

Steel

36.70 44467.11 1631943

16.50 43720.87 721394

2.50 43622.56 109056

Protection works

Back filling3660.00 314.00 1149222

Filter media157.82 950.79 150049

Weep holes232.00 236.86 54951

LS 75961Misllaneous items

95000

Total 18323823

2 Approach road 0

3 Vat @ 4% 732953

4 Seignioragre charges 500100

5 20000

6 Soil testing and DPR preparation charges 183238

7 unforeseen items 2017886

21778000

PART B

RCC M 30 for Approachslabs

RCC M 30 for Wearing

coursePCC M15 for levellingCourse below Approach

HYSD Reinforcement forDeck slab

HYSD Reinforcement forSub structure

HYSD Reinforcement forFoundations

Drainage sprouts,Piching ofslopes etc

Provision for Logo Board

and Information Boards


4/150

8 Maintenance cost 544000

22322000

Hence if agreed the estimate may be put up for technical sanction.Subject to a

PART (A+B).

The estimate is h/w put up for technical sanction forRs.217.78 lakhs against t

amount ofRs.217.78 lakhs forPART A and technical approval forRs.232.22


5/150

0

s office

l bridge on9 to 7/2 KM -Req- Reg.

ly vagu on R/Fta @ 6/9 to

(Progs II)

e share)


6/150

Date

Oct -2010

Oct -2010

Oct -2010

visedluding 4% VAT


7/150


8/150

proval

e OAS

lakhs for


9/150

Note File No. W28/AP 10 IX LB 14 /KNL/2010

Subject:-

Ref:-

Submitted Sir,

Name of the District : Kurnool

Name of the Division : Kurnool

Name of the sub division : Panyam

Name of the Mandal : Panyam

Name of the work :

: GO Ms No 330 dt 17.9.2010 of PR & RD (Progs II) Dept

Package No : AP 10 IX LB 14

Whether cleared by STA or not : yes cleared

Admn sanction Cost :

Bridge Design approval Ref :

Habitations benefitted :

Hydraulic particulars

: 60m

HFL : +98.00

RCL : +99.625

LBL : +96.325

Type of bridge : High level bridge

Type of foundation Raft foundation

No of vents proposed with span : 4 vents of 8.00 M clear span

width of the structure proposed : 7.50m wide

: 35.88 meters

cost per m : 2.34 lakhs

Kurnool Dist - PMGSY-Ph-IX- AP 10 IX LB 14- C/o of bridge on road from Maddur toAhalyapuram - Rs.83.84 lakhs - Detailed Estimate submission for technical Sanction - Reg.

Lr.Rc.No.AEE/PMGSY-IX/Long Span Bridges/Ahalyapuram/10, dt.25.11.10 of SE,PR,Kurnool received on 02.12.2010

Please peruse the reference cited where in the SE,PR, Kurnool has submitted estimate for thework , construction of Bridge on road from Maddur to Ahalyapuram, Est. cost Rs.83.84 lakhs foraccoridng technical sanction.

Construction of Bridge on road from Maddur toAhalyapuram

Administrative sanction Ref. No. &date

Rs.50.63 lakhs( Rs 51.24 GOI + Rs.32.61 State share)

Drawings given by Design section of this office. Approvedcopy yet to be given

Ahalyapuram-618

Linear water way of the proposedbridge

Length of the structure proposedBack to Back of abutments


10/150

Approach road proposed if any : Approach road -CC proposed -length-90 m

: Not Furnished

:

Rates of Cement, steel

Item : Rate Unit Date

Cement : Rs 4600.00 MT Oct -2010

Steel Fe-415 : Rs 34500 MT Oct -2010

Steel MS : Rs 34500 MT Oct -2010

Bitumen : Rs 29486.03 MT 01-11-10

Prime coat : Rs 22128.83 MT 01-11-10

Tack coat : Rs 22678.04 MT 01-11-10

Provisions made in the estimate

Description Quantity unit Rate per Amount

Part-A

I Bridge work 2v 8m span

Foundation

1(i)

#REF! #REF! 62.25 #REF! #REF!ii #REF!

2136.54 cum #REF! 1Cum 133000

iii

73.50 cum 59.29 1Cum 4358

2

82.32 cum 206.47 1Cum 16997

3

58.88 cum 3375.14 1cum 198728

4 M20 for Raft

178.35 cum 4599.14 1Cum 820257

5

176.04 cum 4044.81 1Cum 712055

Sub structure

Whether inspection report ofSE/EE is furnished

SSR & DATA used for preparationEstimate

Common SSR 2010-11 & As per AP Revised StandardDATA with 14% OH & CP excluding 4% VAT andSeigneorage

Sl.No

Earth work excavation-Ordinary soils below waterlevel up to 3m depth

Ordinary Soil above waterlevel

Filling in foundationtrenches

PCC (1:3:6) levellingcourse for piers ,Abutmentsbelow raft

PCC M 15 for Foundationsof piers,Abutments


11/150

6

146.49 cum 4240.87 1Cum 621234

7 RCC M 25 for bed blocks

32.82 cum 5150.21 1Cum 169030

8 Weep holes34.00 No 236.77 1Nos 8050

9 Back filling 97.13 cum 597.92 1Cum 58075

10Filter media56.96 cum 1107.99 1Cum 63111

Super sructure

11 RCC M 25 for Deck slabs156.71 cum 5540.76 1Cum 868270

1215.21 Cum 4844.05 1Cum 73678

1318.07 cum 4919.73 1Cum 88900

14 RCC M25 for Railling87.60 Rm 1923.88 1 RM 168532

1527.50 Rm 256.60 1Rm 7057

16 Filling joint27.50 Rm 22.16 1Rm 609

Steel18

16.00 MT 44467.11 1 MT 71147419

2.58 MT 43720.87 1MT 112669

20

14.10 MT 43622.56 1MT 615078

Protection works

21 Boulder aprons528.39 cum 949.09 1Cum 501490

22

LS

#REF!

23 Dismantling structureLs

36143

Total #REF!

II Approach road

PCC M 15 forpiers,Abutments

RCC M 30 for Approachslabs

RCC M 30 for Wearingcourse

20mm thick premouldedjoints

HYSD Reinforcement forsuper structure (for Deckslab 75kg/cum & for flywings 100kg/cum provided

as er instructionsHYSD Reinforcement forSub structure ( as perinstructions steel for bedblocks & backing wall100kg/cum provided)

HYSD Reinforcement forFoundations (as perinstruction steel for Raft75kg/cum provided)

Drainage sprouts,Piching ofslopes etc


12/150

1

E/W Road way cutting

2281.13 cum 159.22 1cum 363211

2GSB

129.38 cum 488.17 1cum 63159

3WBM Gr-II

41.35 cum 2543.95 1cum 105192

4CC road

110.25 cum 4968.10 1cum 547733

5 Laying Filter media 22.50 cum 648.05 1cum 14581

6Laying pitching on slopes

180.00 cum 1578.45 1cum 284121

7 L.S 18000

8 Unforseen items if any L.S 262

Total1396260

Bridge + Approach road #REF!

III Vat @ 4% #REF!

IV Seignioragre charges 210000

V Provision for Name boards & sign boards 20000

VI Soil testing and DPR preparation charges #VALUE!

VII unforeseen items 36743

#REF!

PART B

Maintenance cost 210000

Grand Total #REF!

Provision for Guide stones& Painting

The detailed estimate submitted by SE,PR,Kurnool is scrutinised and here with placed for orders forapproval of technical sanction.It is further submitted that while scrutinying the estimate, the totalcost of estimate (i.e bridge part and approches) is worked out to Rs 113.90lakhs as against theoriginal sanctionof Rs.83.84 lakhs for PART A ( i.e, exceeding by Rs 30.06 Lakhs) . hence thescrutinised estimate is here with put up for perusal & orders.


13/150

Bar Bending Schedule

Description Remarks M.B.

1

i.Raft Bottom meshType A 1 20 50 37.83 1891.500 2.469 4670.110 36.93+0.9

Type B 1 16 246 8.15 2004.900 1.580 3167.740 7.25+0.90

Top mesh

Type C 1 16 50 37.83 1891.500 1.580 2988.570

Type D 1 16 246 8.15 2004.900 1.580 3167.740

HYSD bar R/F in Foundations

2 steel bars spacing @ 180 mm

Type E Earth side 2 8 36 6.20 450.860 0.395 178.090 Verticle rods l=4.475+0.6-0.08+

Type F 2 8 36 7.00 509.440 0.395 201.230 l=5.28+0.6-0.08+0

Type G 4 8 5 6.40 133.580 0.395 52.760 l=4.475+0.6-0.08+

sloped portion 4 8 1 5.89 23.560 0.395 9.310 l=5.6/2.7*(2.7-0.18

4 8 1 5.58 22.310 0.395 8.810 l=5.6/2.7*(2.7-0.36

4 8 1 5.27 21.070 0.395 8.320 l=5.6/2.7*(2.7-0.54

4 8 1 4.96 19.820 0.395 7.830 l=5.6/2.7*(2.7-0.72

4 8 1 4.64 18.580 0.395 7.340 l=5.6/2.7*(2.7-0.9)

4 8 1 4.33 17.330 0.395 6.850 l=5.6/2.7*(2.7-1.08

4 8 1 4.02 16.090 0.395 6.360 l=5.6/2.7*(2.7-1.26

4 8 1 3.71 14.840 0.395 5.860 l=5.6/2.7*(2.7-1.44

4 8 1 3.40 13.600 0.395 5.370 l=5.6/2.7*(2.7-1.62

4 8 1 3.09 12.360 0.395 4.880 l=5.6/2.7*(2.7-1.8)

4 8 1 2.78 11.110 0.395 4.390 l=5.6/2.7*(2.7-1.98

Name of Work: Construction of High Level Bridge across Kundu river at Bilakalaguduru (V)of Gadivemula (M)

S.No.

No. ofStructures

Diamm

No ofbars

Length

Totallength

Weight

Totalweight

Shape ofbar

s

13994.160

Abutments

water sideslope rods

front &backview


14/150

4 8 1 2.47 9.870 0.395 3.900 l=5.6/2.7*(2.7-2.1

4 8 1 2.16 8.620 0.395 3.400 l=5.6/2.7*(2.7-2.3

4 8 1 1.84 7.380 0.395 2.920 l=5.6/2.7*(2.7-2.5

Type E1 Earth side 2 8 25 6.37 323.810 0.395 127.900

Type F1 2 8 25 6.37 323.810 0.395 127.900 l=6.45-0.08

Type G1 4 8 1 3.42 13.680 0.395 5.400 l=0.72+2.7/4.475

4 8 1 3.31 13.250 0.395 5.230 l=0.72+2.7/4.475

4 8 1 3.20 12.810 0.395 5.060 l=0.72+2.7/4.475

4 8 1 3.09 12.380 0.395 4.890 l=0.72+2.7/4.4754 8 1 2.99 11.940 0.395 4.720 l=0.72+2.7/4.475

4 8 1 2.88 11.510 0.395 4.550 l=0.72+2.7/4.475

4 8 1 2.77 11.070 0.395 4.370 l=0.72+2.7/4.475

4 8 1 2.66 10.640 0.395 4.200 l=0.72+2.7/4.475

4 8 1 2.55 10.200 0.395 4.030 l=0.72+2.7/4.475

4 8 1 2.44 9.770 0.395 3.860 l=0.72+2.7/4.475

4 8 1 2.33 9.340 0.395 3.690 l=0.72+2.7/4.475

4 8 1 2.23 8.900 0.395 3.520 l=0.72+2.7/4.475

4 8 1 2.12 8.470 0.395 3.350 l=0.72+2.7/4.475

4 8 1 1.90 7.600 0.395 3.000 l=0.72+2.7/4.475

4 8 1 1.79 7.160 0.395 2.830 l=0.72+2.7/4.475

4 8 1 1.68 6.730 0.395 2.660 l=0.72+2.7/4.475

4 8 1 1.57 6.290 0.395 2.480 l=0.72+2.7/4.475

4 8 1 1.47 5.860 0.395 2.310 l=0.72+2.7/4.475

4 8 1 1.36 5.430 0.395 2.140 l=0.72+2.7/4.475

4 8 1 1.25 4.990 0.395 1.970 l=0.72+2.7/4.475

4 8 1 1.14 4.560 0.395 1.800 l=0.72+2.7/4.475

4 8 1 1.03 4.120 0.395 1.630 l=0.72+2.7/4.475

4 8 1 0.92 3.690 0.395 1.460 l=0.72+2.7/4.475

4 8 1 0.81 3.250 0.395 1.280 l=0.72+2.7/4.475

4 8 1 0.70 2.820 0.395 1.110 l=0.72+2.7/4.475

Horizontalrods

water sideslope rods

front &backview


15/150

Piers steel bars spacing @ 150 mm 854.960Type A Verticle rods 3 8 46 12.04 1654.300 0.395 653.450 l=0.6+0.6+4.48+0

Type B 3 8 1 17.28 51.840 0.395 20.480 l26=6.72+6.72+.6

Type C 3 8 1 17.21 51.630 0.395 20.390 l1=6.72+6.72+1.2

Type C 3 8 1 17.14 51.420 0.395 20.310 17.28

Type C 3 8 1 17.07 51.210 0.395 20.230 30

Type C 3 8 1 17.00 51.000 0.395 20.150

Type C 3 8 1 16.93 50.790 0.395 20.060

Type C 3 8 1 16.86 50.580 0.395 19.980

Type C 3 8 1 16.79 50.370 0.395 19.900Type C 3 8 1 16.72 50.160 0.395 19.810

Type C 3 8 1 16.65 49.950 0.395 19.730

Type C 3 8 1 16.58 49.740 0.395 19.650

Type C 3 8 1 16.51 49.530 0.395 19.560

Type C 3 8 1 16.44 49.320 0.395 19.480

Type C 3 8 1 16.37 49.110 0.395 19.400

Type C 3 8 1 16.30 48.900 0.395 19.320

Type C 3 8 1 16.23 48.690 0.395 19.230

Type C 3 8 1 16.16 48.480 0.395 19.150

Type C 3 8 1 16.10 48.300 0.395 19.080

Type C 3 8 1 16.04 48.120 0.395 19.010

Type C 3 8 1 15.98 47.940 0.395 18.940

Type C 3 8 1 15.92 47.760 0.395 18.870

Type C 3 8 1 15.86 47.580 0.395 18.790Type C 3 8 1 15.80 47.400 0.395 18.720

Type C 3 8 1 15.74 47.220 0.395 18.650

Type C 3 8 1 15.68 47.040 0.395 18.580

Type C 3 8 1 15.62 46.860 0.395 18.510

Type C 3 8 1 15.56 46.680 0.395 18.440

Type C 3 8 1 15.50 46.500 0.395 18.370

Type C 3 8 1 15.44 46.320 0.395 18.300

Horizontalrods

1214.540


16/150

Fly wings Earth side 4 20 27 4.32 472.780 2.469 1167.290 length into theother side 4 10 27 4.32 472.780 0.617 291.710

Top rods 4 16 4 3.72 59.520 1.580 94.040

Stirupps 4 10 28 7.68 871.220 0.617 537.540

Haunch bars 4 16 28 1.20 136.130 1.580 215.090

Beam V. rods 4 20 8 3.42 109.440 2.469 270.210

Beam V. rods 4 16 8 3.42 109.440 1.580 172.920

Stirupps 4 10 24 2.54 241.810 0.617 149.200

Bed Blocks 2 12 16 6.37 203.840 0.889 181.210Stirupps 2 10 65 2.13 275.620 0.617 170.060

over Piers 3 12 16 6.37 305.760 0.889 271.820

Stirupps 3 10 65 2.20 427.020 0.617 263.470

886.560

Dirt Wall C rods 2 16 43 1.52 132.140 1.580 208.780 l=0.25+0.65-0Z rods 2 12 43 1.00 86.930 0.889 77.280

2 12 43 6.37 553.770 0.889 492.300

2 12 43 6.37 553.770 0.889 492.300

Deck slab 4 25 54 10.35 2249.400 3.858 8678.1904 spans Distributors 4 12 88 6.40 2252.800 0.889 2002.740

Top Main rods 4 10 28 9.70 1073.470 0.617 662.330

Distributors 4 10 30 6.40 768.000 0.617 473.860

Beam rods 8 8 4 8.70 278.400 0.395 109.970

Stirupps 8 8 30 2.20 528.000 0.395 208.560

Joints B.Wall &FW

2898.00

0overAbutments

H. rods Earthside

H. rods Deckslab side 1270.66

0

Bottom Mainrods

Top invertedbeam

12135.650


17/150

Bottom mesh 2 12 44 4.20 366.800 0.889 326.090

2 12 26 6.80 358.130 0.889 318.380

Top mesh 2 12 44 4.20 366.800 0.889 326.090

2 12 26 6.80 358.130 0.889 318.380

1288.940

mesh 1 8 147 5.40 793.800 0.395 313.550

1 8 19 42.80 813.200 0.395 321.210

634.760

Super- Structure To 1288.940Kg

Approachslab

on bothsides ofBridge

Wearing

course

Y 8 dia@300 mm

c/c


18/150


19/150

)

)

)

4.475-0 25

4.475-.18)

4.475-0.36)

4.475-0.54)4.475-0.72)

4.475-0.9)

4.475-1.08)

4.475-1.26)

4.475-1.44)

4.475-1.62)

4.475-1.8)

4.475-1.98)

4.475-2.16)

4.475-2.52)

4.475-2.7)

4.475-2.88)

4.475-3.06)

4.475-3.24)4.475-3.42)

4.475-3.6)

4.475-3.78)

4.475-3.96)

4.475-4.14)

4.475-4.32)

4.475-4.5)


20/150

.68+4.48+1.2

+.68+0.32+0.32

+1.22+0.7+0.7


21/150

ing wall

0.7


22/150


23/150

:: GENERAL ABSTRACT ::

Part-A

S.No. Description Amount (Rs.)

1 Bridge work 5998795

2 For approaches 1669000

SUB TOTAL 7667795

3 306712

4 Add Seigniorage charges as per statement 210000

5 97463

6 Add DPR charges @ 1% 76300

7 Provision for Name boards & sign boards 20000

8 LS for unforeseen items 36743

Part- A TOTAL (Rs.) 8415013

PART - B (Maintenance)

S.No. Description Amount (Rs.)

1 Provision for Routine Maintenance cost for 5 years 210000

Part- B TOTAL (Rs.)

Grand Total Part (A+B) 8625013

Name of Work : Construction of High level Bridge on road fromMaddur to Ahalyapuram

Add VAT @ 4%

Provision for sub soil investigation and test results (as per bill)

Assistant Executive EnginP.I.U.(P.R), Panyam.

Dy. Executive EngineerP.I.U.(P.R), Panyam.

Executive EngineerP.I.U.(P.R) Division, Kurnool.

Superintending EngineerP.R. Kurnool.


24/150

COMPARATIVE STATEMENT (Road work)

Name of Work : Construction of High level Bridge on road from Maddur to Ahalyapuram

Description of item No Measurement As per Original Estimate As per Working EstimateExcess

L B D QTY RATE Qty Rate Amount1 2 3 4 5 6 7 8 9 10 11 12 13

1 Bridge work 5500000.00 5998795.00 498795.00

2 For approaches 2130000.00 1669000.00 0.00

7630000.00 7667795.00

3 Add VAT @ 4% 305200.00 306712.00 1512.00

4 Add Seigniorage charges as per statement 243500.00 210000.00 0.00

5 97463.00 97463.00 0.00

6 Add DPR charges @ 1% 76300.00 76300.00 0.00

7 Provision for Name boards & sign boards 20000.00 20000.00 0.00

8 LS for unforeseen items 11537.00 36743.00 25206.00

Total 8384000.00 8415013.00 525513.00

As per Original Estimate 8384000.00 Excess 525513.00As per Working Estimate 8415013.00 Less 494500.00

Difference 31013.00 -31013.00

Sl.No

AMOUNT

Provision for sub soil investigation and test results ( asper bill)

Assistant Executive EngineerP.I.U.(P.R), Panyam.





25/150

Detailied Cum Abstract Estimate For Bridge


Estt.Cost:- Rs. 59.99 Lakhs

Description of Item No Width(m) Quantity / unit Rate (Rs)

1 2 3 4 5 6 7 8 9 10

1

i.

Below bed level (Raft area) 1 37.08 7.40 2.50 685.98

For Approns U/s 1 37.08 7.00 1.80 467.21

For Approns D/s 1 37.08 12.00 1.80 800.93

Cut off walls U/s 1 37.08 0.60 0.85 18.91

Cut off walls D/s 1 37.08 0.60 1.35 30.03

2136.54 cum 62.25 1Cum 133000

ii

Fly wings portion 4 3.50 3.50 1.50 73.50

73.50 cum 59.29 1Cum 4358

2

Sand cushion

Below Raft 1 37.08 7.40 0.30 82.32

82.32 cum 206.47 1Cum 16997

3

Below Raft 1 35.88 7.40 0.20 53.10

Bottom of approach slab 2 3.50 5.50 0.15 5.78

58.88 cum 3375.14 1Cum 198728

Sl.No

Length(m)

Depth(m)

unitper

Amount(Rs)

Earthwork in excavation for structures as per drawing and technicalspecifications Clause 305.1 including setting out, construction ofshoring and bracing, removal of stumps and other deleterious materialand disposal up to a lead of 50 m, dressing of sides and bottom andbackfilling in trenches with excavated suitable material as perTechnical Specification 305 MORD / 304 MORTH ,including overheadcharges & Contractors profit but excluding VAT & Seigniorage charges.

Ordinary Soil below waterlevel up to 3m depth

Ordinary Soil above waterlevel

Filling in foundation trenches as per drawing and technical specificationClause 305.3.9 MORD & 304 MORTH ,including overhead charges &Contractors profit but excluding VAT & Seigniorage charges.

Providing concrete for plain concrete M 10 grade in open foundationsusing 40 mm nominal size Graded hard stone aggregate, mechanicallymixed, placed in foundation and compacted by vibration includingcuring for 14 days complete as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 &2100 MORTH ,including overhead charges & Contractors profit butexcluding VAT& Seigniorage charges for Leveling Coarse belowFoundation


26/150

4

Raft 1 37.08 7.40 0.65 178.35

178.35 cum 4,599.14 1Cum 820257

5

Abutments 1st footing 2 6.45 3.80 0.30 14.71

Abutments 2nd footing 2 6.45 3.50 0.30 13.55

Abutments 3rd footing 2 6.45 3.20 0.30 12.38

Piers 1st footing 3 6.80 3.10 0.30 18.97

Piers 2nd footing 3 6.80 2.50 0.30 15.30

Piers 3 rd footing 3 6.80 1.90 0.30 11.63

Abutments below bed level 2 6.45 0.450 14.43

Piers below bed level 1 6.80 0.450 3.89

Cut off wall U/s 1 37.08 0.60 1.35 30.03

Cut off walls D/s 1 37.08 0.60 1.85 41.16

176.04 cum 4,044.81 1Cum 712055

6

Abutments 2 6.45 3.575 73.56

Piers 3 6.80 3.575 72.93

146.49 cum 4,240.87 1Cum 621234

7

Height upto 5 mts

Bed block over Abutments 2 6.45 0.875 0.30 3.39

Providing concrete for reinforced concrete M 20 grade (Design Mix) inopen foundations using 20 & 10 mm nominal size Graded hard stoneaggregate, mechanically mixed, placed in foundation and compactedby vibration including curing for 14 days complete as per drawings andtechnical specifications Clause 802, 803, 1202 & 1203 MORD and1500, 1700 & 2100 MORTH ,including overhead charges &Contractors profit but excluding VAT & Seigniorage charges,Cost ofSteel

Providing concrete for plain concrete M15 ( Desigen mix) in openfoundations using 40,20 & 10mm size Graded hard stone aggregate,mechanically mixed, placed in foundation and compacted by vibrationincluding curing for 14 days complete as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 &2100 MORTH ,including overhead charges & Contractors profit butexcluding VAT& Seigniorage charges for Foundations

2.60+2.37 2

1.30+1.24 2

Plain cement concrete M15 grade (desigen mix) using 40,20 & 10mmmetal mechanically mixed in substructure complete as per drawingsand technical specification Clauses 802, 804, 805, 806, 807, 1202 and1204 MORD and 1500, 1700 & 2200 MORTH ,including overheadcharges & Contractors profit but excluding VAT & Seigniorage charges.

2.39+0.80 2

1.24+0.76 2

Providing concrete for reinforced concrete M 25 grade (Design Mix) inopen foundations using 20 & 10 mm nominal size Graded hard stoneaggregate, mechanically mixed, placed in foundation and compactedby vibration including curing for 14 days complete as per drawings andtechnical specifications Clause 802, 803, 1202 & 1203 MORD and1500, 1700 & 2100 MORTH ,including overhead charges &Contractors profit but excluding VAT & Seigniorage charges,Cost ofSteel

R.C.C grade M 25 (Design Mix) using 20 mm Graded Metal -ForBed Blocks,Backing wall, fly wings


27/150

Bed block over Piers 3 6.80 0.91 0.30 5.57

Fly wings 4 3.50 0.45 3.50 22.05

32.82 cum 5,150.21 1Cum 169030

8

To Abutments (Sill Level) 2x9 18.00

1.50m level 2x8 16.00

34.00 No 236.77 1Nos 8050

9

Deck Slab 4 8.80 6.50 0.65 148.72

Kerbs 2 x 4 8.80 0.275 7.99

156.71 cum 5,540.76 1Cum 868270

10

1 43.80 5.50 0.075 18.07

18.07 cum 4,919.73 1Cum 88900

11

2 3.90 6.50 0.30 15.21

15.21 Cum 4844.05 1Cum 73678

12

or say

For Raft (178.35x75Kgs) 13376.25 13400

Skin reinforcement for piers & Abutments footings

Suface Area of Height (h) Surface Area

Abutments 1st footing 2 20.50 0.30 12.30

Ab t t 2 d f ti 2 19 90 0 30 11 94

Providing weep holes in brick masonry/stone masonry, plain/reinforcedconcrete abutment, wing wall, return wall with 100 mm dia AC pipeextending through the full width of the structures with slope of1(V):20(H) towards drawing face complete as per drawing and

technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 &2200 MORTH.,including overhead charges & Contractors profit butexcluding VAT & Seigniorage charges.

Providing and laying reinforced cement concrete M25 grade (DesignMix) using 20 & 10mm metal mechanically mixed in superstructure asper drawing and technical specifications Clauses 800, 1205.4 and1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,includingoverhead charges & Contractors profit but excluding VAT &

Seigniorage charges,Cost of Steel

0.45+0.3752

Providing and laying cement concrete wearing course M 30 gradeexcluding reinforcement complete as per drawing and technicalspecifications Clauses 800 and 1206.3 MORD and 2702 MORTH,including overhead charges and contractors profit but excluding VAT& Seigniorage charges

over Deck Slab & ApproachSlab

Reinforced cement concrete approach slab including formworkcomplete as per drawing and Technical specification Clause 800, 1211MORD / 1500, 1600, 1700 & 2704 MORTH ,including overheadcharges and contractors profit but excluding VAT & Seignioragecharges ,Cost of Steel

Approach Slab to be restedon fly Wings

Supplying, fitting, and placing HYSD bar reinforcement in foundationcomplete as per drawing and technical specifications Clauses 1002,1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm diaincluding over laps and wastage, where they are not welded ,includingoverhead charges & Contractors profit but excluding VAT

Perimeter2(l+b)


28/150

Abutments 3rd footing 2 19.30 0.30 11.58

Piers 1st footing 3 19.80 0.30 17.82

Piers 2nd footing 3 18.60 0.30 16.74

Piers 3 rd footing 3 17.40 0.30 15.66

Abutments below bed level 2 17.90 0.45 16.11

Piers below bed level 3 16.14 0.45 21.79

123.94

R/F @ 5 kg /sqm 5 619.70

say 700.00

14.10 MT 43622.56 1MT 615078

13

Bed blocks & Backing wall (32.9-22.05)x100Kgs 1077.00

Skin reinforcement for piers & Abutments

Abutments 2 16.10 3.575 115.12

pier 3 15.60 3.575 167.31

282.43

1,412.13

say 1500.00

2.58 MT 43720.87 1MT 112669

14

For Deck slab & Kerb (158.95x80Kgs) 12536.48

fly wings ( 22.05x100kgs) 2205.00

Approach slab LS 400.00

Round off LS 150.00

15291.48

say 16000.00

16.00 MT 44467.11 1 MT 711474

15

Supplying, fitting, and placing HYSD bar reinforcement in sub structurecomplete as per drawing and technical specifications Clauses 1002,1010 and 1202,1005MORD / 1600 &2200 MORTH, for Bars below 36mm dia including over laps and wastage, where they are not welded,including overhead charges & Contractors profit but excluding VAT

.@5kg/sqm

Supplying, fitting, and placing HYSD bar reinforcement insuperstructure complete as per drawing and technical specificationsClauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below36 mm dia including over laps and wastage, where they are not welded,including overhead charges & Contractors profit but excluding VAT

Providing and laying filter media with granular crushed aggregates asper specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providingover the entire surface behind abutment, wing wall, return wall to thefull height, compacted to firm condition complete as per drawing andtechnical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 &2200 MORTH ,including overhead charges & Contractors profit but

excluding VAT & Seigniorage charges.
mailto:.@5kg/sqmmailto:.@5kg/sqm


29/150

Behind fly Wings 4 3.50 0.60 3.530 29.65

56.96 cum 1,107.99 1Cum 63111

16

2 43.80 87.60

87.60 Rm 1,923.88 1 RM 168532

17

2 5.55 3.50 2.500 97.13

97.13 cum 597.92 1Cum 58075

18

For Approns U/S 1 37.08 7.00 194.67

For Approns D/S 1 37.08 12.00 333.72

528.39 cum 949.09 1Cum 501490

19

5 5.50 27.50

27.50 Rm 256.60 1Rm 7057

20

5 5.50 27.5027.50 Rm 22.16 1Rm 609

21 LS 10000

22 Provision for diversion of traffic LS 36143

Total Rs. 5998795

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance of verticalrailing post not to exceed 1 in 500, centre-to-centre spacing betweenvertical posts not to exceed 2000 mm as per drawing and technicalspecifications Clauses 800, 900 and 1208.3 MORD. ,includingoverhead charges and contractors profit but excluding VAT &

Seigniorage charges

Backfilling behind abutment, wing wall and return wall complete as perdrawings & technical specification Clause 1204.3.8 MORD / 710.14 ofIRC, 78 & 2200 MORTH ,including overhead charges & Contractorsprofit but excluding VAT & Seigniorage charges.

Providing and laying boulder apron for bed protection with stoneboulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 / 40 kg laid dry complete as per drawing andtechnical specifications Clause 1301 MORD / 2503 MORTH ,includingoverhead charges and contractors profit but excluding VAT &Seigniorage charges

0.60+0.90 2

0.60+0.90 2

Providing and fixing in position 20 mm thick premoulded joint filler inexpansion joint for fixed ends of simply supported spans, covered withsealant complete as per drawing and technical specifications MORD,including overhead charges and contractors profit but excluding VAT

Providing and filling joint sealing compound as per drawings andtechnical specifications with coarse sand and 6 per cent bitumen byweight MORD ,including overhead charges and contractors profit butexcluding VAT

Drainage spouts complete as per drawing and technical specificationsClause 1209 MORD & 2705 MORTH






30/150

COMPARATIVE STATEMENT (Bridge work)


Description of item No Measurement As per Original Estimate As per Working EstimateExces


1

Ordinary soils above Water Level 91.15 59.29 5404.00 73.50 59.29 4358.00

Ordinary soils below Water Level upto 3 m depth 1483.31 62.25 92336.00 2136.54 62.25 133000.00 4066

Ordinary soils below Water Level 3-6 m depth 47.25 67.76 3202.00

2

Hard rock (requiring blasting) without dewatering 110.63 206.47 22842.00 82.32 206.47 16997.00

3

50.03 3375.14 168858.00 58.88 3,375.14 198728.00 2987

l.No

AMOUNT

Earthwork in excavation for structures as per drawing andtechnical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal up to a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material as per Technical Specification 305MORD / 304 MORTH ,including overhead charges &Contractors profit but excluding VAT & Seigniorage charges.

Filling in foundation trenches as per drawing and technicalspecification Clause 305.3.9 MORD & 304 MORTH ,includingoverhead charges & Contractors profit but excluding VAT &Seigniorage charges.

Providing concrete for plain concrete M 10 grade in openfoundations using 40 mm nominal size Graded hard stoneaggregate, mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days completeas per drawings and technical specifications Clause 802, 803,1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,includingoverhead charges & Contractors profit but excluding VAT&Seigniorage charges for Leveling Coarse below Foundation


31/150

4

173.06 4599.14 795927.00 178.35 4599.14 820257.00 2433

5

156.25 4044.81 632002 176.04 4044.81 712055 8005

6

83.58 4240.87 354452.00 146.49 4240.87 621234.00 26678

Providing concrete for reinforced concrete M 20 grade (DesignMix) in open foundations using 20 & 10 mm nominal sizeGraded hard stone aggregate, mechanically mixed, placed infoundation and compacted by vibration including curing for 14days complete as per drawings and technical specificationsClause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100MORTH ,including overhead charges & Contractors profit butexcluding VAT & Seigniorage charges,Cost of Steel

Providing concrete for plain concrete M15 ( Desigen mix) inopen foundations using 40,20 & 10mm size Graded hard stoneaggregate, mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days completeas per drawings and technical specifications Clause 802, 803,1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,includingoverhead charges & Contractors profit but excluding VAT&Seigniorage charges for Foundations

Plain cement concrete M15 grade (desigen mix) using 40,20 &10mm metal mechanically mixed in substructure complete asper drawings and technical specification Clauses 802, 804,805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200

MORTH ,including overhead charges & Contractors profit butexcluding VAT & Seigniorage charges.


32/150

7

21.71 5150.21 111811.00 32.82 5150.21 169030.00 5721

8

34.00 236.77 8050.00 34.00 236.77 8050.00

9

158.95 5540.76 880704.00 156.71 5540.76 868270.00

Providing concrete for reinforced concrete M 25 grade (DesignMix) in open foundations using 20 & 10 mm nominal sizeGraded hard stone aggregate, mechanically mixed, placed infoundation and compacted by vibration including curing for 14days complete as per drawings and technical specificationsClause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100MORTH ,including overhead charges & Contractors profit butexcluding VAT & Seigniorage charges,Cost of Steel

Providing weep holes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with100 mm dia AC pipe extending through the full width of thestructures with slope of 1(V):20(H) towards drawing facecomplete as per drawing and technical specification Clauses614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.,includingoverhead charges & Contractors profit but excluding VAT &Seigniorage charges.

Providing and laying reinforced cement concrete M25 grade(Design Mix) using 20 & 10mm metal mechanically mixed insuperstructure as per drawing and technical specifications

Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600& 1700 MORTH ,including overhead charges & Contractorsprofit but excluding VAT & Seigniorage charges,Cost of Steel


33/150

10

18.07 4919.73 88900 18.07 4919.73 88900.00

11

12.87 4844.05 62343.00 15.21 4844.05 73678.00 1133

12

13.42 43622.56 585415.00 14.10 43622.56 615078.00 2966

13

1.93 43720.87 84381.00 2.58 43720.87 112669.00 2828

Providing and laying cement concrete wearing course M 30grade excluding reinforcement complete as per drawing andtechnical specifications Clauses 800 and 1206.3 MORD and2702 MORTH ,including overhead charges and contractorsprofit but excluding VAT & Seigniorage charges

Reinforced cement concrete approach slab including formworkcomplete as per drawing and Technical specification Clause

800, 1211 MORD / 1500, 1600, 1700 & 2704 MORTH,including overhead charges and contractors profit butexcluding VAT & Seigniorage charges ,Cost of Steel

Supplying, fitting, and placing HYSD bar reinforcement infoundation complete as per drawing and technicalspecifications Clauses 1002, 1010 and 1202 MORD / 1600MORTH, for Bars below 36 mm dia including over laps andwastage, where they are not welded ,including overheadcharges & Contractors profit but excluding VAT

Supplying, fitting, and placing HYSD bar reinforcement in sub

structure complete as per drawing and technical specificationsClauses 1002, 1010 and 1202,1005MORD / 1600 &2200MORTH, for Bars below 36 mm dia including over laps andwastage, where they are not welded ,including overheadcharges & Contractors profit but excluding VAT


34/150

14

14.40 44467.11 640326.00 16.00 44467.11 711474.00 7114

15

39.64 1107.99 43921 56.96 1107.99 63111.00 1919

16

87.60 1923.88 168532.00 87.60 1923.88 168532.00

17

99.75 597.92 59642.00 97.13 597.92 58075.00

Supplying, fitting, and placing HYSD bar reinforcement insuperstructure complete as per drawing and technicalspecifications Clauses 1002, 1010 and 1202 MORD / 1600MORTH, for Bars below 36 mm dia including over laps andwastage, where they are not welded ,including overheadcharges & Contractors profit but excluding VAT

Providing and laying filter media with granular crushed

aggregates as per specification to a thickness of not less than600 mm with smaller size towards the soil and bigger sizetowards the wall and providing over the entire surface behindabutment, wing wall, return wall to the full height, compacted tofirm condition complete as per drawing and technicalspecification Clause 1204.3.8 MORD / 710.14 of IRC, 78 &2200 MORTH ,including overhead charges & Contractors profitbut excluding VAT & Seigniorage charges.

Construction of R.C.C. railing of M 25 grade in cast-in-situ with20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000

mm as per drawing and technical specifications Clauses 800,900 and 1208.3 MORD. ,including overhead charges andcontractors profit but excluding VAT & Seigniorage charges

Backfilling behind abutment, wing wall and return wall completeas per drawings & technical specification Clause 1204.3.8MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overheadcharges & Contractors profit but excluding VAT & Seignioragecharges.


35/150

18

701.25 949.09 665549.00 528.39 949.09 501490.00

19

27.50 256.60 7057.00 27.50 256.60 7057.00

20

27.50 22.16 609.00 27.50 22.16 609.00

21

16000.00 10000.0022 Provision for Unforseen items

1737.00 36143.00 3440

Total 5500000.00 5998795.00 69294

Providing and laying boulder apron for bed protection withstone boulders of minimum size and weight as per Table1300.1, no fragment weighing less than 25 / 40 kg laid drycomplete as per drawing and technical specifications Clause1301 MORD / 2503 MORTH ,including overhead charges andcontractors profit but excluding VAT & Seigniorage charges

Providing and fixing in position 20 mm thick premoulded jointfiller in expansion joint for fixed ends of simply supported

spans, covered with sealant complete as per drawing andtechnical specifications MORD ,including overhead chargesand contractors profit but excluding VAT

Providing and filling joint sealing compound as per drawingsand technical specifications with coarse sand and 6 per centbitumen by weight MORD ,including overhead charges andcontractors profit but excluding VAT

Drainage spouts complete as per drawing and technicalspecifications Clause 1209 MORD & 2705 MORTH


36/150

As per Original Estimate 5500000.00 Excess

As per Working Estimate 5998795.00 Less

Difference 498795.00

Superintending Engineer Executive Engineer Dy. Executive Engineer

P.I.U(P.R) Division, KurnoolP.R. Kurnool. P.I.U(P.R), Panyam.


37/150

COST ESTIMATE FOR APPROACH ROAD CONSTRUCTION


Estt.Cost :Rs: 16.69 Lakhs

No Quantity Rate (Rs)

1 2 3 4 5 6 7 8 9

1

for Approaches 2 70.00 (3.00+0.3)/2 2281.13

2281.13 Cum 159.22 363211

2

Sub base 2 15.00 (5.50+4.0)/2 0.15 21.38

Sub base 2 55.00 4.00 0.15 66.00

Shoulders 4 70.00 1.00 0.15 42.00

129.38 Cum 488.17 63159

3WBM Grading 2 (using Graded Metal) - Hand Broken

WBM Gr.II 2 15.00 (5.50+3.75)/2 0.075 10.41

WBM Gr.II 2 55.00 3.75 0.075 30.94

41.35 Cum 2543.95 105192

C t C t P t

Sl.No

Description ofItem

Length(m)

Width(m)

Thinkness(m)

Amount(Rs)

Construction of embankment with approved material obtainedfrom borrow pits with all lifts, transporting to site, spreading,grading to required slope and compacting to meet requirementof Tables 300.1 and 300.2 with a lead upto 2 Km as perTechnical Specification Clause 301.5 MORD including overheadcharges & Contractor profit, But excluding VAT & Seignioragecharges

((17.0+7.50)/2+ 7.50)/2

Construction of granular sub-base / shoulders by providing wellgraded material / Close graded material, spreading in uniformlayers with motor grader on prepared surface mixing by mixingplace method with rotavator at OMC and compacting withvibratory roller to achieve the desired density, complete as perTechnical Specification clause 401 MORD/MORTH , includingoverhead charges & Contractor profit, But excluding VAT &Seigniorage charges

Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing, rolling

with vibratory roller 80-100 kN in stages to proper grade andcamber, applying and brooming, stone screening/bindingmaterials to fill-up the interstices of coarse aggregate, wateringand compacting to the required density grading 2 as perTechnical Specification Clause 405 MORD. For compactedthickness of 75 mm including overhead charges & Contractorprofit, but excluding VAT & Seigniorage charges for Gr-II ( HandBroken metal )


38/150

2 15.00 (5.50+3.75)/2 0.20 27.75

2 55.00 3.75 0.20 82.50

110.25 Cum 4,968.10 547733

5

4 40.00 (7.50+0)/2 0.15 22.50

22.50 Cum 648.05 14581

6

4 40.00 (7.50+0)/2 0.30 180.00

180.00 Cum 1,578.45 284121

Toe wall

7

Construction of un-reinforced, dowel jointed at expansion andconstruction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub base, with 43grade cement or any other type as per Clause 1501.2.2 M30(Grade), coarse and fine aggregates conforming to IS : 383,maximum in a concrete mixer of not less than 0.2 cum capacityand appropeiate weigh batcher using approved mix design, laidin approved fixed side formwork (steel channel, laying and fixingof 125 mictron thick polythene film, wedges, steel platesincluding levelling the formwork as per drawing), spreading theconcrete with sholvels, rakes, compacted using needle, scareedand plate vibrators and finished in continuous operationincluding provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars,near approaches to bridge / culvert and construction joints,admixtures as approved, curing of concrete slabs for 14- days,curing compound (where specified) and water finishing to linesand grade as per drawing and Technical Specification Clause1501 MORD including overhead charges & Contractors profitbut excluding VAT & Seigniorage charges.

Providing and laying filter media underneath pitching in slopecomplete as per drawing and Technical specification ofembankment complete as per Technical specifications 2504 ofMORTH. ,including overhead charges and contractors profit butexcluding VAT & Seigniorage charges

Providing and laying pitching on slopes laid over prepared filtermedia including boulder appron laid with CC (1:4:8) in front oftoe of embankment complete as per Technical specifications2504 of MORTH. ,including overhead charges and contractorsprofit but excluding VAT & Seigniorage charges

Earthwork in excavation for structures as per drawing andtechnical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal up to a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material as per Technical Specification 305

MORD / 304 MORTH ,including overhead charges &Contractors profit but excluding VAT & Seigniorage charges.


39/150

4 40.00 0.75 0.60 72.00

72.00 Cum 59.29 4269

8

4 40.00 0.75 0.20 24.00

24.00 Cum 206.47 4955

9

4 40.00 0.75 0.20 24.00

24.00 Cum 58.88 1413

10

4 40.00 0.90 64.80

64.80 Cum 4,044.81 262104

11 Provision for Guide stones & Painting 18000

12 Unforseen items if any 262

1669000

Filling in foundation trenches as per drawing and technicalspecification Clause 305.3.9 MORD & 304 MORTH ,includingoverhead charges & Contractors profit but excluding VAT &Seigniorage charges.

Providing concrete for plain concrete M 10 grade in openfoundations using 40 mm nominal size Graded hard stoneaggregate, mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days completeas per drawings and technical specifications Clause 802, 803,1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,includingoverhead charges & Contractors profit but excluding VAT&Seigniorage charges for Leveling Coarse below Foundation

Providing concrete for plain concrete M15 ( Desigen mix) inopen foundations using 40,20 & 10mm size Graded hard stoneaggregate, mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days completeas per drawings and technical specifications Clause 802, 803,1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,includingoverhead charges & Contractors profit but excluding VAT&Seigniorage charges for Foundations

(0.6+0.30) /2






40/150

COMPARATIVE STATEMENT (Road work)


Description of item No Measurement As per Original Estimate As per Working EstimateExcess


1

3216.35 159.22 512121.00 2281.13 159.22 363211.00 0.00

2

132.19 488.17 64531.00 129.38 488.17 63159.00 0.00

l.No

AMOUNT

Construction of embankment with approved materialobtained from borrow pits with all lifts, transporting to site,spreading, grading to required slope and compacting to

meet requirement of Tables 300.1 and 300.2 with a leadupto 2 Km as per Technical Specification Clause 301.5MORD including overhead charges & Contractor profit,But excluding VAT & Seigniorage charges

Construction of granular sub-base / shoulders byproviding well graded material / Close graded material,spreading in uniform layers with motor grader on preparedsurface mixing by mixing place method with rotavator atOMC and compacting with vibratory roller to achieve thedesired density, complete as per Technical Specificationclause 401 MORD/MORTH , including overhead charges& Contractor profit, But excluding VAT & Seignioragecharges


41/150

3

72.29 2543.95 183902.00 41.35 2,543.95 105192.00 0.00

Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing, rolling with vibratory roller 80-100 kN instages to proper grade and camber, applying andbrooming, stone screening/binding materials to fill-up theinterstices of coarse aggregate, watering and compactingto the required density grading 2 as per TechnicalSpecification Clause 405 MORD. For compactedthickness of 75 mm including overhead charges &Contractor profit, but excluding VAT & Seignioragecharges for Gr-II ( Hand Broken metal )


42/150

4

140.25 4968.10 696776.00 110.25 4,968.10 547733.00 0.00

5

50.63 648.05 32811.00 22.50 648.05 14581.00 0.00

Construction of un-reinforced, dowel jointed at expansionand construction joint only, plain cement concretepavement, thickness as per design, over a prepared subbase, with 43 grade cement or any other type as perClause 1501.2.2 M30 (Grade), coarse and fineaggregates conforming to IS : 383, maximum in aconcrete mixer of not less than 0.2 cum capacity andappropeiate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, layingand fixing of 125 mictron thick polythene film, wedges,steel plates including levelling the formwork as perdrawing), spreading the concrete with sholvels, rakes,

compacted using needle, scareed and plate vibrators andfinished in continuous operation including provision ofcontraction and expansion, construction joints, applyingdebonding strips, primer, sealant, dowel bars, nearapproaches to bridge / culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and waterfinishing to lines and grade as per drawing and TechnicalSpecification Clause 1501 MORD including overheadcharges & Contractors profit but excluding VAT &Seigniorage charges.

Providing and laying filter media underneath pitching inslope complete as per drawing and Technical specificationof embankment complete as per Technical specifications2504 of MORTH. ,including overhead charges andcontractors profit but excluding VAT & Seignioragecharges


43/150

6

405.00 1578.45 639272.00 180.00 1578.45 284121.00 0.00

7

72.00 59.29 4269.00 4269.00

8

24.00 206.47 4955.00 4955.00

9

24.00 58.88 1413.00 1413.00

Providing and laying pitching on slopes laid overprepared filter media including boulder appron laid withCC (1:4:8) in front of toe of embankment complete as perTechnical specifications 2504 of MORTH. ,includingoverhead charges and contractors profit but excludingVAT & Seigniorage charges

Earthwork in excavation for structures as per drawing andtechnical specifications Clause 305.1 including setting out,

construction of shoring and bracing, removal of stumpsand other deleterious material and disposal up to a lead of50 m, dressing of sides and bottom and backfilling intrenches with excavated suitable material as perTechnical Specification 305 MORD / 304 MORTH,including overhead charges & Contractors profit but

Filling in foundation trenches as per drawing and technicalspecification Clause 305.3.9 MORD & 304 MORTH,including overhead charges & Contractors profit butexcluding VAT & Seigniorage charges.

Providing concrete for plain concrete M 10 grade in openfoundations using 40 mm nominal size Graded hard stoneaggregate, mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 dayscomplete as per drawings and technical specificationsClause 802, 803, 1202 & 1203 MORD and 1500, 1700 &2100 MORTH ,including overhead charges & Contractorsprofit but excluding VAT& Seigniorage charges for


44/150

10

64.80 4044.81 262104.00 26

11 Provision for Guide stones & Painting 587 18000 1

12 Provision for Unforseen items262.00

Total 2130000.00 1669000.00 29

As per Original Estimate 2130000.00 Excess 290416.00

As per Working Estimate 1669000.00 Less 751416.00

Difference -461000.00 461000.00

Superintending Engineer Executive Engineer Dy. Executive Engineer Assistant Executive Engineer

P.I.U(P.R) Division, Kurnool P.I.U(P.R), Panyam.

Providing concrete for plain concrete M15 ( Desigen mix)in open foundations using 40,20 & 10mm size Gradedhard stone aggregate, mechanically mixed, placed infoundation and compacted by vibration including curing for14 days complete as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 MORD and1500, 1700 & 2100 MORTH ,including overhead charges& Contractors profit but excluding VAT& Seigniorage

P.R. Kurnool. P.I.U(P.R), Panyam.


45/150

Seigniorage Charges Statement


Item Quantity UnitSeigniorage Charges

Qty Rate Amount

1 2 3 4 5 6 7

Bridge Work

1 Earth Work 2210.04 Cum 2210.04 22.00 48620.88

2 Sand Filling 82.32 Cum 82.32 40.00 3292.80

3 PCC (M10) 58.88 Cum

Metal 58.88 0.90 50.00 2649.60

Sand 58.88 0.45 40.00 1059.84

4 VCC (M20) For Raft 178.35 Cum

Metal 178.35 0.90 50.00 8025.75

Sand 178.35 0.45 40.00 3210.30

5 322.53 Cum

Metal 322.53 0.80 50.00 12901.16

Sand 322.53 0.48 40.00 6192.56

6 32.82 Cum

Metal 32.82 0.90 50.00 1476.90

Sand 32.82 0.45 40.00 590.76

7 156.71 Cum

Metal 156.71 0.90 50.00 7051.77

Sand 156.71 0.45 40.00 2820.71

8 18.07 Cum

Metal 18.07 0.9 50.00 813.15

Sand 18.07 0.45 40.00 325.26

9 15.21 Cum

Metal 15.21 0.9 50.00 684.45

Sand 15.21 0.45 40.00 273.78

10 Back Filling 97.13 Cum

Gravel 97.13 1.2 22.00 2564.23

11 Filter Media 56.96 Cum

56.96 1.2 50.00 3417.60

12 528.39 Cum

S.No

VCC (M15) ForAbutments & Piers & Cutoff walls

VCC (M25) For BackingWall & Bed Block

VCC (M25) For DeckSlab & Kerb

VRCC (M30) ForWearing Coat

VCC (M25) For ApproachSlab

boulder apron for bedprotection


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13 Earth Work 2353.13 Cum 1.00 22.00 51768.86

14 Sand Filling 24.00 Cum 24.00 40.00 960.00

15 GSB 129.38 Cum

Gravel 129.38 0.85 22.00 2419.41

Sand 129.38 0.43 40.00 2225.34

16 Grading II metal Layer 41.35

Metal 41.35 1.21 50.00 2501.68

17 110.25 Cum

Metal 110.25 0.9 50.00 4961.25

Sand 110.25 0.45 40.00 1984.50

18 PCC (M10) 24.00 Cum

Metal 24.00 0.90 50.00 1080.00

Sand 24.00 0.45 40.00 432.00

19 VCC (M15) For Toe wall 64.80 Cum

Metal 64.80 0.80 50.00 2592.00

Sand 64.80 0.48 40.00 1244.16

Total Rs. 209844.09

or say Rs. 210000.00

Cement concretepavement

Assistant Executive Engineer

P.I.U.(P.R), Panyam.

Dy. Executive Engineer

P.I.U.(P.R), Panyam.

Executive Engineer

P.I.U.(P.R) Division, Kurnool.

Superintending Engineer

P.R. Kurnool.


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RATE ANALYSIS (ROAD WORK) - SSR 2010-11


Description of item Unit Qty Rate Am

1

Unit = cum

Taking output = 100 cum

a) Labour

Mazdoor (Unskilled) day 1.04 196.00 20

b) Machinery

hour 1.670 1808.50 302

Tipper 5.5cum with 10T capacity hour 4.5*2 629.80 566

Dozer D50 for spreading @ 200 cum per hour hour 0.50 1081.19 54

Motor grader for grading @ 200cum per hour hour 0.50 2,600.00 130

Water tanker 6 KL capacity hour 2.00 345.00 69

Vibratory Roller 80-100 KN @100cum per hour hour 1.00 1704.60 170

c) Material

Cost of water Kl 12.00 70.00 84

1396

d) Conveyance of earth for extra 1 Km

13

e) Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 1

Rate per cum Rs. 15

2 WBM Grading 2 (using Graded Metal) - Hand Broken

By Manual means

Taking out put = 360 cum

a) Labour

S.No.

IndexCode

RBR-EECD-4

Construction of Embankment with Material Obtained fromBorrow pits by Machinery

Construction of embankment with approved material obtained

from borrow pits with all lifts, transporting to site, spreading,grading to required slope and compacting to meet requirementof Tables 300.1 and 300.2 with a lead upto 2 Km as perTechnical Specification Clause 301.5 MORD includingoverhead charges & Contractor profit, But excluding VAT &Seigniorage charges

Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum perhour

Basic rate of formation of road with borrow soils per100Cum

Basic rate of formation of road with borrow soils per 1Cum

RBR-SBBS-9

Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing, rollingwith vibratory roller 80-100 kN in stages to proper grade andcamber, applying and brooming, stone screening/bindingmaterials to fill-up the interstices of coarse aggregate,watering and compacting to the required density grading 2 asper Technical Specification Clause 405 MORD. Forcompacted thickness of 75 mm including overhead charges &Contractor profit, but excluding VAT & Seigniorage chargesfor Gr-II ( Hand Broken metal )


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Description of item Unit Qty Rate AmS.

No.IndexCode

b) Machinery

Vibratory Roller 80-100 KN @60cum per hour hour 6.00 1704.60 1022

Water tanker 6kl capacity hour 24.00 345.00 828

c) Material (Total Qty 435.60 Cum)

60-63 mm IRC HBG Metal (50% of 435.60 cum) Cum 217.80 430.00 9365



Stone Screening 22563

cum 86.40 501.25 4330

cum 19.01 236.00 448

Gravel 33% cum 9.79 50.50 49

Cost of water Kl 144.00 70.00 1008

Basic rate for 360 Cum 57952

Rate per Cum 160

d) Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 22

Rate per cum 183

cum 1.21 89.80 10

Add for conveyance for Hand broken Metal cum 1.21 394.80 47

Add for conveyance for Metal (m/c) cum 0.29 394.80 11

Add for conveyance for Gravel cum 0.027 294.00

Rate per cum Rs. 254

3 Granular Sub-base coarse Graded material(Table:400.2)

For Grading III Material ( CBR Value min 20)

Taking out put = 300 cum

a Labour Mazdoor (Skilled) day 2.40 196.00 47

Mazdoor (Un-Skilled) day 8.00 196.00 156

b) Machinery

Motor grader for grading 110 HP @ 50cum per hour hour 6.00 2,600.00 1560Vibratory Roller 80-100 KN @10cum per hour hour 6.00 1704.60 1022

Tractor with rotavator @ 25 cum per hour hour 12 00 345 00 414

Type B 11.2 mm forGrading 2 @ 0.18cum/10sqm (Avg.rate of 5-7 mm chips & 2.36 -5mm chips )

Binding Material @ 0.06 cum per 10 sqm for Grading 2material size 2.36mm & below having PI value 2-6% ( 66%stone dust +34% Gravel )-> Stone dust 66% -->

Add Manual Loading & Mech.Unloading for Hand brokenMetal

RBR-SBBS-1

Construction of granular sub-base / shoulders by providingwell graded material / Close graded material, spreading inuniform layers with motor grader on prepared surface mixingby mixing place method with rotavator at OMC and

compacting with vibratory roller to achieve the desired density,complete as per Technical Specification clause 401MORD/MORTH , including overhead charges & Contractorprofit, But excluding VAT & Seigniorage charges


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No.IndexCode

9.5 mm to 4.75 mm @ 66% (Gravel) cum 255.00 50.50 1287

2.36 mm below @ 34% (Sand) cum 129.00 70.00 903

Cost of water Kl 18.00 70.00 126

Basic rate of Granular sub base for 300 cum 5620

a) Basic rate of Granular sub base cum 18

c) Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 2

21

Add for conveyance for Gravel cum 0.85 294.00 24Add for conveyance for blindage sand cum 0.43 57.40 2

Rate per cum Rs. 48

4 Cement Concrete Pavement

Unit = cum

Taking output = 75cum (172.50 t)

(100x3.75 x 0.200)

a) Labour

Mason (1st class) day 5.00 258.00 1,29

Mason (2nd class) day 5.00 237.00 1,18Mazdoor (unskilled) day 150.00 196.00 29,40

Mazdoor(skilled) day 6.00 196.00 1,17

Surveyor day 2.00 237.00 47

Mazdoor (semi-skilled) day 6.00 196.00 1,17

day 1.00 237.00 23

3493

b) Machinery

Hour 36.00 345.00 12,42

Needle vibrator Hour 9.00Screed vibrator Hour 9.00

Plate vibrator Hour 9 00

RBR-CCPV-5

Construction of un-reinforced, dowel jointed at expansion andconstruction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub base, with 43grade cement or any other type as per Clause 1501.2.2 M30(Grade), coarse and fine aggregates conforming to IS : 383,maximum in a concrete mixer of not less than 0.2 cumcapacity and appropeiate weigh batcher using approved mix

design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 mictron thick polythene film, wedges,steel plates including levelling the formwork as per drawing),spreading the concrete with sholvels, rakes, compacted usingneedle, scareed and plate vibrators and finished in continuousoperation including provision of contraction and expansion,construction joints, applying debonding strips, primer, sealant,dowel bars, near approaches to bridge / culvert andconstruction joints, admixtures as approved, curing ofconcrete slabs for 14- days, curing compound (wherespecified) and water finishing to lines and grade as perdrawing and Technical Specification Clause 1501 MORDincluding overhead charges & Contractors profit but excluding

VAT & Seigniorage charges.

Black smith for cutting of dowel bars including removal ofburrs, fabrications & fixing of dowel bars

Concrete mixer 0.28/0.40 cum capacity ( 6 mixers) with weightbatcher and suitable capacity calibrated water tank


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No.IndexCode

c) Material

(I)

20mm Cum 44.55 1125.00 50,11

10mm Cum 22.95 770.00 17,67

(ii) cum 33.75 220.00 7,42

(iii) Cement @ 350 Kg/cum of concrete t 26.25 4600.00 120,75

(iv) Polythene sheet 125 micron sqm 412.5 15.00 6,18

(v)

Kg 117.6 34.50 40

Bitumen primer @ 200ml.Per joint for 23 joints(SS-1) t 0.01 24483.98 12

Bituminous sealant 800 ml. Per joint for 23 joints Liter 19.00 26.00 49

Jute rope 12mm dia including 5 per cent wastage m 90.00 5.00 45

m 90.00 9.00 81

No 483.00 0.50 24

Plasticizer 0.5 per cent by weight of cement Liter 122.00 57.00 695

Curing compound (if used) @ 0.33 liter per sqm Liter 131.25 57.00 748

sqm 3.00 732.00 219

Cost of water Kl 18.00 70.00 12622621

Total ( a+b+c) 27604

(d) Form work @ 3% on (a+b+c) 828Cost for 75 cum = a+b+c+d 28432

Rate per Cum = (a+b+c+d+e)/75 379

(e) Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 53

432

Add for conveyance for Metal cum 0.90 394.80 35

Add for conveyance for Sand cum 0.45 646.80 29

Rate per cum Rs. 496

4

P.C.C grade M 10

Nominal mix 1:4:8

Unit = cum

(a) Material

Cement t 0.16 4600.00 73

Coarse sand cum 0.45 220.00 9

40 mm aggregate cum 0.9 695.00 62

Water kl 1.2 70.00 8(b) Labour

Mate day -

Crushed stone coarse aggregates, grading will be as perclause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90Cum/cum of concrete

Sand as per IS:383 and conforming to clause 1500.2.4.2. @

0.45 cum of concrete

Mild steel dowel bar 25mm dia of grade S 240.500 mm long20 Nos. at culvert/bridge slab and at construction jointincluding 5 percent wastage

(4x20x0.500) + 5 per cent wastage = 42m @ 2.80 Kg per m =117.6 kg.

Debonding strips 3.75m. (length) x 10mm (width) x 5 mm(thick) cut-out of rubber filter board of similar material including5 per cent wastage

Polythene sheathing, covering 2/3rd dowel bars (20x23) andtight fit including 5 per cent wastage

Joint filler board 20mm thick as per IS:1838 (4x3.75x0.200 = 3sqm)

RBR-FNDN-3

Providing concrete for plain concrete M 7.50 grade in openfoundations using 40 mm nominal size Graded hard stoneaggregate, mechanically mixed, placed in foundation and compactedby vibration including curing for 14 days complete as per drawingsand technical specifications Clause 802, 803, 1202 & 1203 MORD

and 800 & 1200 MORTH ,including overhead charges & Contractorsprofit but excluding VAT& Seigniorage charges forLeveling Coarsebelow Foundation


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No.IndexCode

hour 0.40 345.00 13

Water tanker 6 kl capacity hour 0.13 196.00 2

200(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c) 4.00% 8

e). 208

Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 29

f). Add for conveyance for Metal cum 0.90 394.80 35

Add for conveyance for Sand cum 0.45 646.80 29

Rate per cum = a+b+c+d+e+f Rs 302

26

Unit = cum

(a) Material

Stone boulder (25 kg / 40 Kg minimum) cum 1.00 165.00 16Stone spalls cum 0.20 34.10

Add for cement concrete grouting (1:4:8) cum 0.25 2086.47 52(b) Labour

Mate day 0.00

Mason 1st Class day 0.35 345.00 12Mazdoor (Unskilled) day 0.79 196.00 15

96

c). Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 13

110

d). Add for conveyance of metal 1.200 394.80 47

Rate per cum = a+b+c+d Rs 157

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuringdevice and preferably also with load cell.

RBR-PTWK-1

Providing and laying pitching on slopes laid over prepared filtermedia including boulder appron laid with CC (1:4:8) in front of toe ofembankment complete as per Technical specifications 2504 ofMORTH. ,including overhead charges and contractors profit butexcluding VAT & Seigniorage charges






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RATE ANALYSIS ( CD WORK) - ASPER SSR 2010-11


S. No.Description of item Unit Qty Rate

Amount

1 Excavation for Structures

Excavation of structures:

i Ordinary soil above water Level -

Mechanical Means -

Up to 3 m depth

Unit = cum


Mate day -

Mazdoor (Unskilled) day 8.32 196.00 1630.72

b) Machinery

Hydraulic Excavator 1 cum bucket capacity hour 6.00 1808.50 10851.00

c). 12481.72

Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 1747.44

Cost for 240 cum = a+b+c 14229.16

Rate per cum = (a+b+c) /240 Rs. 59.29

ii Ordinary soil below water Level

Mechanical Means

Up to 3 m depth

Unit = cum


Mate day -Mazdoor (Unskilled) day 8.32 196.00 1630.72

b) Machinery

Hydraulic Excavator 1 cum bucket capacity hour 6.00 1808.50 10851.00

12481.72Add Dewatering charges @5% on (a+b) 5% 12481.72 624.09

c). 13105.81


Cost for 240 cum = a+b+c 14940.62

Rate per cum = (a+b+c) /240 Rs. 62.25

iii 3 m to 6 m depth below water Level

Mechanical MeansUnit = cumTaking output = 210 cuma) LabourMate day -Mazdoor (Unskilled) day 8.32 196.00 1630.72b) MachineryHydraulic excavator 1.0 cum bucket capacity hour 6.00 1808.50 10851.00

12481.7212481.72

c). Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 1747.44

Cost for 210 cum = a+b+c 14229.16

Rate per cum = (a+b+c)/210 Rs. 67.76

2

Sand filling

Unit = cum

IndexCode

RBR-FNDN-

1

Earthwork in excavation for structures as per drawing and

technical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal up to a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material as per Technical Specification 305MORD / 304 MORTH ,including overhead charges &Contractors profit but excluding VAT & Seigniorage charges.

Note : Classifications of Earth Work Specification are as per 302.2.1(a)of MORD and 301.2.1 of MORT&H

a) Labour

a) Labour

RBR-FNDN-

2

Filling in foundation trenches as per drawing andtechnical specification Clause 305.3.9 MORD & 304MORTH ,including overhead charges & Contractors profit

but excluding VAT & Seigniorage charges.


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AmountIndexCode

3

P.C.C grade M 10

Nominal mix 1:3:6

Unit = cum

(a) Material

Cement t 0.22 4600.00 1012.00

Coarse sand cum 0.45 220.00 99.00

40 mm aggregate cum 0.9 695.00 625.50

Water kl 1.2 70.00 84.00

(b) Labour

Mate day -

Mason (1st Class) day 0.10 258.00 25.80


(c) Machinery

hour 0.40 345.00 138.00

Water tanker 6 kl capacity hour 0.13 345.00 44.85

2301.59(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c) 4.00% 92.06

e). 2393.65


f). Add for conveyance for Metal cum 0.90 394.80 355.32

Add for conveyance for Sand cum 0.45 646.80 291.06

Rate per cum = a+b+c+d+e+f Rs 3375.14

4

Unit = m

Taking output = 7.5 m

(3 pipes of 2.5 m length each)

i) 1000 mm dia

Mate day -



Laying & fixing of Pipes with colors in position including lifting, aligning etc., rmb) Material

Sand at site cum 0.04 220.00 8.80

Cement at site t 0.03 4600.00 138.00

RCC pipe NP3 pipe m 7.50 5230.70 39230.25

RCC pipe NP3 collar at site nos 2 866.00 1732.00

c). 41583.19


Cost for 7.5 m = a+b+c 47404.84

Rate per m = (a+b+c)/7.5 6320.65

Add for conveyance for Sand for 1 m length cum 0.0053 646.80 3.45

Rate per m Rs. 6324.10

5

RBR-FNDN-

4

Providing concrete for plain concrete M 10 grade in openfoundations using 40 mm nominal size Graded hard stoneaggregate, mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days completeas per drawings and technical specifications Clause 802, 803,1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,includingoverhead charges & Contractors profit but excluding VAT&Seigniorage charges forLeveling Coarse below Foundation

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with watermeasuring device and preferably also with load cell.

RBR-PCVT-

3

Providing and Laying Reinforced Cement ConcretePipe NP3 as per design.

Providing and laying reinforced cement concrete pipe NP3 for culvertson first class bedding of granular material including fixing collar withcement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head wall and parapets.Tech Specification Clause 1106 MORD ,including overhead charges &Contractors profit but excluding VAT & Seigniorage charges

a) Labour

RBR-FNDN-

4

Providing concrete for reinforced concrete M 20 grade(Design Mix) in open foundations using 20 & 10 mm

nominal size Graded hard stone aggregate, mechanicallymixed, placed in foundation and compacted by vibrationincluding curing for 14 days complete as per drawingsand technical specifications Clause 802, 803, 1202 &


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AmountIndexCode

7

Unit = cum

Unit = cum

(a) Material

Cement t 0.275 4600.00 1265.00

Coarse sand cum 0.450 220.00 99.0040 mm aggregate cum 0.540 695.00 375.30

20 mm aggregate cum 0.270 1125.00 303.75

10 mm aggregate cum 0.090 770.00 69.30

Water kl 1.2 70.00 84.00

(b) Labour

Mate day -



(c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 0.400 345.00 138.00

Generator 33 KVA hour 0.400 584.57 233.83


e). 2981.08Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 417.35




8

For height up to 5 mUnit = cum

Unit = cum

(a) Material

Cement t 0.275 4600.00 1265.00

Coarse sand cum 0.450 220.00 99.00

40 mm aggregate cum 0.540 695.00 375.3020 mm aggregate cum 0.270 1125.00 303.75

10 mm aggregate cum 0.090 770.00 69.30

RBR-FNDN-

4

Providing concrete for plain concrete M15 ( Desigen mix) inopen foundations using 40,20 & 10mm size Graded hardstone aggregate, mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days completeas per drawings and technical specifications Clause 802, 803,1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,includingoverhead charges & Contractors profit but excluding VAT&Seigniorage charges forFoundations

Note : Water for concrete : A provision for cost of water may beadded at 1.2 kl / 1 cum (including curing purpose) keeping thesite conditions

Coarse Aggregate : Single grade nominal size can also beused instead of graded metal, keeping the site conditions inview

P.C.C grade M 15 ( Desigen mix ) MORTH ( forAbutments, Piers, cut-off walls below Bed Level

RBR-SBST-

5

Plain cement concrete M15 grade (desigen mix) using40,20 & 10mm metal mechanically mixed in substructurecomplete as per drawings and technical specificationClauses 802, 804, 805, 806, 807, 1202 and 1204 MORDand 1500, 1700 & 2200 MORTH ,including overheadcharges & Contractors profit but excluding VAT &Seigniorage charges.

Note : Water for concrete : A provision for cost of water may beadded at 1.2 kl / 1 cum (including curing purpose) keeping thesite conditions

Coarse Aggregate : Single grade nominal size can also beused instead of graded metal, keeping the site conditions inview

P.C.C grade M15 (desigen mix) MORTH forAbutments, Piers, cut-off walls above Bed Level


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AmountIndexCode

(a) Material

Cement t 0.275 4600.00 1265.00

Coarse sand cum 0.450 220.00 99.00

40 mm aggregate cum 0.540 695.00 375.30

20 mm aggregate cum 0.270 1125.00 303.75

10 mm aggregate cum 0.090 770.00 69.30

Water kl 1.2 70.00 84.00

(b) LabourMate day -

Mason (1st Class) day 0.100 258.00 25.80Mazdoor (Unskilled) day 1.390 196.00 272.44

c MachinerConcrete mixer 0.4/0.28 cum capacity hour 0.400 345.00 138.00



e). 3267.72





9

Unit = t

(a) Material

t 1.0534500.00

36225.00

Binding wire kg 6.00 52.00 312.00(b) Labour for cutting, bending, tying and placing in position

Mate day -

Blacksmith/ Rod Binder day 2.00 237.00 474.00


c). 38351.64


Rate per t = a+b+c Rs 43720.87

10

CASE I : Using Concrete Mixer

Unit = cum(i) Height up to 5m

(a) Material

Cement t 0.4 4600.00 1853.80

Coarse sand cum 0.45 220.00 99.00

20 mm aggregate cum 0.54 1125.00 607.50

10 mm aggregate cum 0.36 770.00 277.20

Water kl 1.2 70.00 84.00

(b) Labour

Mate day 0 196.00 0.00



RBR-SBST-

6

Supplying, fitting, and placing HYSD bar reinforcement insub structure complete as per drawing and technical

specifications Clauses 1002, 1010 and 1202,1005MORD/ 1600 &2200 MORTH, for Bars below 36 mm diaincluding over laps and wastage, where they are notwelded ,including overhead charges & Contractors profitbut excluding VAT

HYSD bars including 5 per cent for laps and wastage Fe415

RBR-SBST-

5

Providing concrete for reinforced concrete M 25 grade(Design Mix) in open foundations using 20 & 10 mmnominal size Graded hard stone aggregate, mechanicallymixed, placed in foundation and compacted by vibrationincluding curing for 14 days complete as per drawingsand technical specifications Clause 802, 803, 1202 &1203 MORD and 1500, 1700 & 2100 MORTH ,includingoverhead charges & Contractors profit but excluding VAT& Seigniorage charges,Cost of Steel

R.C.C grade M 25 (Design Mix) using 20 mm GradedMetal -For Bed Blocks


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AmountIndexCode

11

Unit = Nos

Taking output = 30 Nos

CM (1:3)

Sand for mortar Cum 1.050 220.00 231.00

Cement mt 0.480 4600.00 2208.00Mazdoor (Unskilled) day 0.200 196.00 39.20

2478.20

(a) Material

m 31.500

177.00

5575.50

MS clamps Nos. 30 10.00 300.00

10.00% 177.00 17.70

Cement mortar 1:3 (For rate refer to item 11.5 I) cum 0.050 2478.20 123.91

(b) Labour

Mate day -

Mason 1st Class day 0.500 258.00 129.00


6200.99

6200.99


7069.13

d). Add for conveyance of sand 0.053 646.80 33.96

Rate per Each = a+b+c+d Rs 236.77

12

Unit = cum


Granular material

(a) Material

Granular material cum 12.000 50.50 606.00

(b) LabourMate day -


(c) Machinery

Plate compactor / power rammer hour 2.500 40.00 100.00Water Tanker of 6 KL capacity hour 0.050 345.00 17.25

2150.13

d). Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 301.02

Rate per 10 cum = a+b+c+d 2451.15

Rate per 1 cum = 245.12

e). Add for conveyance for Gravel cum 1.20 294.00 352.80

Rate per cum = (a+b+c+d+e ) Rs 597.92

13

RBR-SBST-

9

Providing weep holes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wallwith 100 mm dia AC pipe extending through the full widthof the structures with slope of 1(V):20(H) towardsdrawing face complete as per drawing and technicalspecification Clauses 614, 709, 1204.3.7 MORD / 2706& 2200 MORTH.,including overhead charges &Contractors profit but excluding VAT & Seignioragecharges.

AC pipe 100 mm dia including wastage @ 5 per cent.Average length of weep hole is taken as one metre forthe purpose of estimating

Collar for AC pipe (average taking 10% of above piperate)

Note in MORTH : 1. In case of stone masonry, the size of theweep hole shall be 150 mm x 80 mm or circular with 150 mm

diameter.

2. For structure in stone masonry, the weep holes shall bedeemed to be included in the item of stone masonry work andshall not be paid separately.

RBR-SBST-

10

Backfilling behind abutment, wing wall and return wallcomplete as per drawings & technical specification Clause1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH,including overhead charges & Contractors profit butexcluding VAT & Seigniorage charges.

Providing and laying filter media with granular crushed

aggregates as per specification to a thickness of not lessthan 600 mm with smaller size towards the soil andbigger size towards the wall and providing over the entiresurface behind abutment wing wall return wall to the full


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AmountIndexCode

(c) Machinery

Water Tanker of 6 KL capacity hour 0.060 345.00 20.70

5563.42

d). Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 778.88

Rate per 10 cum = a+b+c+d 6342.30

Rate per 1 cum = 634.23

e). Add for conveyance for Stone spalls cum 0.60 394.80 236.88

Add for conveyance for Metal cum 0.60 394.80 236.88

Rate per cum = (a+b+c+d+e ) Rs 1107.99

14

Unit =cum

(i) Height up to 5m

Case I : Using Concrete Mixer.

(a) Material

Cement t 0.40 4600.00 1840.00

Coarse sand cum 0.45 220.00 99.00

20 mm aggregate cum 0.54 1125.00 607.50

10 mm aggregate cum 0.36 770.00 277.20

Water kl 1.2 70.00 84.00

(b) Labour

Mate day -



c) Machinery

Concrete mixer 0.4/0.28 cum capacity H/cum 0.40 345.00 138.00


3577.77d) For formwork and staging refer to sub-item I (B) case I above

e) Formwork and staging of (a+b+c) 20.00% 715.55

4293.32

f). Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 601.06

g). Add for conveyance for Metal cum 0.90 394.80 355.32


Rate per cum = a+b+c+d+e+f+g Rs 5540.76

15

Unit = t

(a) Material

HYSD bars including 5 per cent for laps and wastage t 1.05 34500.00 36225.00

Binding wire kg 8.00 52.00 416.00

(b) Labour for cutting, bending, tying and placing in position

Mate day -

Blacksmith/ Rod Binder day 3.00 237.00 711.00


c). 45.00 39006.24

39006.24


Rate per t = a+b+cRs

44467.11

RBR-SPST-

1

Providing and laying reinforced cement concrete M25grade (Design Mix) using 20 & 10mm metal mechanicallymixed in superstructure as per drawing and technicalspecifications Clauses 800, 1205.4 and 1205.5 MORD /Sections 1500, 1600 & 1700 MORT

ahalyapuram bridge 7-1-2012

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