ipc-50 month of oct-2011_submission

National Highways Authority of India(Ministry of Shipping Road Transport & Highways)

Government of India

Consultant: Renardet S.A. JV with ICT in a/s Feedback.

Contractor: Ssangyong Engineering & Construction Co. Ltd.

75%

IPC-50

For the month of Oct-2011

Volume - I (A)

Name of Work: Four Laning of Jhansi Lakhanadon Section from Km. 297+000 ( end of Grade Separator at Rajmarg Chowraha) to 351+000 on NH - 26 in the State of Madya

Pradesh, Package - ADB-II/C- 8

NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Shipping Road Transport & Highways)

Government of India

ASIAN DEVELOPMENT BANK FUNDED PROJECTS

CONTRACT PACKAGE: ADB-II/C - 8

75%

IPC-50

For the month of Oct-2011

PROJECT DIRECTOR Renaedet,SwitherlandNATIONAL HIGHWAYS AUTHORITY OF INDIA In association withNORTH - SOUTH CORRIDOR PROJECT ICT & Feedback, New Delhi

PIU, NARSINGHPUR, MADHYA PRADESH. NH-26, Narsinghpur, Madya Pradesh.




Government of India



Measurment Sheets

75%

IPC-50






Government of India



Bill of Quantities

75%

IPC-50





NATIONAL HIGHWAYS AUTHORITY OF INDIA

(Ministry of Shipping Road Transport & Highways)

Government of India



Material Advance

IPC-50

PROJECT DIRECTOR Renaedet,SwitherlandNATIONAL HIGHWAYS AUTHORITY OF INDIA In association withNORTH - SOUTH CORRIDOR PROJECT ICT & Feedback, New DelhiPIU, NARSINGHPUR, MADHYA PRADESH. NH-26, Narsinghpur, Madya Pradesh.





Government of India


75%

Escalation(BASE)

IPC-50






Government of India


Cross Section

IPC-50






Government of India


75%

Complience of Letter No. TL/NSP/1060/10-173/8B

IPC-50




IPC-50 FOR THE MONTH OF OCT-2011

IPC INDEX

Sl. No. Description Reference Page

1 Top Sheet IPC -50

2 Hold Statement Sheet

3

4 BOQ Summary

5 BOQ

6 Material Advance & Invoices

7 Summary of Escalation and its Enclousures

8 Measurement Sheet

10

Four laning of Jhansi-Lakhnadon on Section from Km. 297 to Km. 351 on NH-26 in the State of Madhya Pradesh, Package N0. ADB-II / C-8

Interest Calculation Over Mobilization/Equipment Advance


IPC-49 (100%)

IPC INDEX

Sl. No. Description

1 Quality Certificate

2 Certification of Labour Law

3 Material Indeminity Bond

4 Percentage Check of NHAI

5 Percentage Check of TL

6 Percentage Check of RE

7 Combined Top Sheet IPC -49

8 Top Sheet

9 Hold/Release Statement

10

11 BOQ Summary

12 BOQ

13 Material Advance & Invoices

14 Summary of Escalation and its Enclousures

15 Measurement Sheet

16

17 Royality Statement

18 Approved RFIs and its Enclousures


Interest Calculation Over Mobilization/Equipment Advance


IPC-49 (100%)

IPC INDEX

Reference Page


Quality Certificate[100% Certification of IPC-49, Package C-8]

L.N.Tiku M.P.Asthana Silvio Gerardi

Resident Engineer, Package C-8 Sr.Bridge Engineer Sr. Pavement Material Engineer

Renardet S.A./ ICT / Feedback Renardet S.A./ ICT / Feedback Renardet S.A./ ICT / Feedback

Efren. L.Bacani

Team Leader / Engineers Representative

Renardet S.A./ ICT / Feedback

It is here-by certified that all the executed items at site as claimed here in IPC-49 for the month of Sep 2011 have been checked in respect of quantity as well as quality and found to confirm to the contract specifications.

Quality Certificate[100% Certification of IPC-49, Package C-8]

Silvio Gerardi

Sr. Pavement Material Engineer


Efren. L.Bacani

Team Leader / Engineers Representative


It is here-by certified that all the executed items at site as claimed here in IPC-49 for the month of Sep 2011 have been checked in respect of quantity as well as quality and found to confirm to the contract specifications.

Four laning of Jhansi-Lakhnadon on Section from Km297 to Km 351 on NH-26 in the State of Madhya Pradesh, Package N0. ADB-II / C-8

IPC-50 FOR THE MONTH OF OCTOBER -2011

Certificate of Percentage Check of work done during the month of Sep -2011

BOQ Item Unit Amount Quantity Checked MB Ref.

6.21(c) Cum 99.900 3672.00 366833 149.420 548670 MB No.63/Page No.87

Total BOQ Amount Checked 548670.00

Manager Technical Project Director

Package-ADB-II/C-8 Package-ADB-II/C-7,8,9

Quantity for the Month

BOQ Rate after rebate

Amount of Quantity Checked




Percentage Check

3.00%




Designation : Team Leader


6.21(b) Cum 89.14 4364.00 389007 76.060 331926

6.22(c) MT 243.67 36329.00 8852251 22.739 826093

Total BOQ Amount Checked 1158019.00

Team Leader

Package-ADB-II/C-8




MB No.63/Page No. 86

MB No.182/Page No. 26,27




Designation : Team Leader

6.00%

Percentage Check




Designation : Resident Engineer


6.06(b) Cum 0.00 2584.00 0 66.98 173076 MB No. 63/Page No. 82

6.23(a) Cum 405.24 4523.00 1832901 80.42 363740 MB No. 63/Page No. 92

6.22(a) MT 0.46 831.00 382 2.466 2049 MB No. 111/Page No. 84,85

6.22(c) MT 243.67 36329.00 8852251 12.545 455747 MB No. 182/Page No. 29,30

6.24 MT 13.80 119150.00 1643793 7.588 904110 MB No. 182/Page No.33,34

Total BOQ Amount Checked 1898722

Resident Engineer

Package-ADB-II/C-8








Percentage Check

11.00%

Four laning of Jhansi-Lakhnadon on Section from Km. 297 to Km. 351 on NH-26 in the State of Madhya Pradesh, Package N0. ADB-II / C-8 IPC-50 FOR THE MONTH OF OCTOBER -2011Name of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION Co;LtdName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E Period Ending : 31st Oct 2011

1 2 3 4 5 6 7 8

Up to date Amount Up to Last month Amount This month Amount

S.No. Description

1 Work done for BOQ Item

2 Material Advance

3

4

5

6

7 Gross Amount (3+4+5+6)

8 Advance

8 Mobilization Advance( 1st Install.)

8 Machinery Advance

8 Mobilization Advance( 2nd Install.)

9 Total of 8

10 Recovery

10.10 Mobilization & Equipment

10.1(a)

Up to date Total Amount Certified in

IPC (INR) 1 =( 4+7)

Up to Date (INR) @86.207

(2) = (5+8)

Up to Date (USD) @

13.793/43.99 3= (6+9)

Total Certified Up to Last IPC (INR) (4)

Certified Upto Last IPC (INR) @ 86.207%

(5)

Certified Upto Last IPC (USD)@

13.793% /43.99 (6)

Total Amount Certified In This

IPC (INR) (7)

Certified In This IPC (INR) @

86.207%8= (7) *(0.86207)

Item Under Variation Orders(Derived from BOQ)

Total Amount Eligible for Escalation (1+2+3)

Price Variation (Change in cost in Legislation)

New / Extra Item (Approved rates other than BOQ rates)

Interest over Mobilisation Advance/Equipment (10%of 10.1)


11 Total of 10

12 Deduction

12.10 Retention @10% on (7-2)

12.20

12.30 Sales Tax @ 2% on( 7-2)

12.40

13 Net Deductions

14

15

16

86.207% OF INR 13.793% OF USD

Submitted By Recommended By Recommended By Ceritified By

Income Tax @ 1% on Total of (7) 0.75% From 1.04.09 to 31.03.10 and 1.04.2010 to 31.03.11

M.P.State Labour Welfare Tax @ 1% on (7-2)

Withheld Amount (As per detail attached in IPC)

Released Amount (As per detail attached in IPC)

Net Payable Amount (7+9-13-14+15)

(D.H.Ryu)Project Manager

(L.N.Tiku)Resident Engineer

(Nirmal Kumar srivastava) Senoir Quantity Engineer

Team LeaderEngineer's Representative

9

This month Amount

Certified In This IPC

(USD)9 = (7)

*(0.13793/43.99)



S.No. Description

1 Work done for BOQ Item 1,628,259,689.00 1,403,673,830.00 5,105,384.38 1,610,261,225.00 1,388,157,894.00 5,048,950.46 17,998,464.00 15,515,936.00

2 Material Advance 37,760,068.00 37,760,068.00 - 37,410,213.00 37,410,213.00 - 349,855.00 349,855.00

3 12,381,344.00 10,673,585.00 38,821.52 12,381,344.00 10,673,585.00 38,821.52 - -

4 1,678,401,101.00 1,452,107,483.00 5,144,205.90 1,660,052,782.00 1,436,241,692.00 5,087,771.98 18,348,319.00 15,865,791.00

5 752,727,265.00 687,558,996.00 1,481,433.76 404,241,835.00 360,380,304.00 997,079.63 348,485,430.0 327,178,692.00

6 -465,894.00 -385,692.00 -1,402.79 -480,394.00 -398,192.00 -1,448.25 14,500.00 12,500.00

7 Gross Amount (3+4+5+6) 2,430,662,472.00 2,139,280,787.00 6,624,236.87 2,063,814,223.00 1,796,223,804.00 6,083,403.36 366,848,249.0 343,056,983.00

8 Advance

8 Mobilization Advance( 1st Install.) 109,505,842.00 94,401,700.00 343,354.00 109,505,842.00 94,401,700.00 343,354.00 - -

8 Machinery Advance 100,824,640.00 86,917,897.00 316,134.20 100,824,640.00 86,917,897.00 316,134.20 - -

8 Mobilization Advance( 2nd Install.) 109,505,842.00 94,401,700.00 343,354.00 109,505,842.00 94,401,700.00 343,354.00 - -

9 Total of 8 319,836,324.00 275,721,297.00 1,002,842.20 319,836,324.00 275,721,297.00 1,002,842.20 - -

10 Recovery

10.10 Mobilization & Equipment 319,836,324.00 275,721,297.00 1,002,842.07 319,836,324.00 275,721,297.00 1,002,842.07 - -

10.1(a) 39,643,288.00 33,835,406.00 132,027.32 39,643,288.00 33,835,406.00 132,027.32 - -

11 Total of 10 359,479,612.00 309,556,703.00 1,134,869.39 359,479,612.00 309,556,703.00 1,134,869.39 - -

12 Deduction

Up to date Total Amount Certified in IPC

(INR) 1 =( 4+7)


(2) = (5+8)

Up to Date (USD) @

13.793/43.99 3= (6+9)



(5)

Certified Upto Last IPC (USD)@ 13.793% /43.99

(6)


IPC (INR) (7)

Certified In This IPC (INR) @ 86.207%8= (7) *(0.86207)

Item Under Variation Orders(Derived from BOQ) with Price adjustment base year 2005-2006 with rebate

Total Amount Eligible for Escalation (1+2+3)

Price Variation (Change in cost in Legislation)

New / Extra Item (Approved rates other than BOQ rates) Without Prices adjustment & without rebate

Interest over Mobilisation Advance/Equipment (10%of 10.1)



S.No. DescriptionUp to date Total

Amount Certified in IPC (INR)

1 =( 4+7)


(2) = (5+8)

Up to Date (USD) @

13.793/43.99 3= (6+9)



(5)

Certified Upto Last IPC (USD)@ 13.793% /43.99

(6)


IPC (INR) (7)

Certified In This IPC (INR) @ 86.207%8= (7) *(0.86207)

12.10 Retention @10% on (7-2) 109,505,840.00 94,401,699.00 343,353.96 109,505,840.00 94,401,699.00 343,353.96 - -

12.20 26,623,930.00 23,478,702.00 71,498.73 21,121,206.00 18,332,847.00 63,386.23 5,502,724.00 5,145,855.00

12.30 Sales Tax @ 2% on( 7-2) 47,858,398.00 42,161,187.00 129,511.46 40,528,430.00 35,307,044.00 118,694.79 7,329,968.00 6,854,143.00

12.40 24,606,070.00 21,676,758.00 66,590.46 20,941,086.00 18,249,687.00 61,182.12 3,664,984.00 3,427,071.00

13 Net Deductions 568,073,850.00 491,275,049.00 1,745,824.00 551,576,174.00 475,847,980.00 1,721,486.49 16,497,676.00 15,427,069.00

14 0.00 0.00 - 8,279,840.00 8,279,840.00 - - 8,279,840.00 - 8,279,840.00

15 - - - - - -

16 2,182,424,946.00 1,923,727,035.00 5,881,255.07 1,823,794,533.00 1,587,817,281.00 5,364,759.07 358,630,413.0 335,909,754.00

86.207% OF INR 335,909,754.00 13.793% OF USD

Submitted By Recommended By Recommended By Ceritified By

Income Tax @ 1% on Total of (7) 0.75% From 1.04.09 to 31.03.10 and 1.04.2010 to 31.03.11, 1.04.2011 to 31.03.12 @ 1.5%

M.P.State Labour Welfare Tax @ 1% on (7-2)

Withheld Amount (As per detail attached in IPC)

Released Amount (As per detail attached in IPC)

Net Payable Amount (7+9-13-14+15)


(L.N.Tiku) Resident Engineer

(Nirmal Kumar srivastava) Senoir Quantity Engineer


This month Amount

56,433.92

-

-

56,433.92

484,354.13

45.46

540,833.51

-

-

-

-

-

-

-

Certified In This IPC (USD)

9 = (7) *(0.13793/43.99)

This month Amount

Certified In This IPC (USD)

9 = (7) *(0.13793/43.99)

-

8,112.50

10,816.67

5,408.34

24,337.51

-

516,496.00

516,496.00


Four laning of Jhansi-Lakhnadon on Section from Km. 297 to Km. 351 on NH-26 in the State of Madhya Pradesh, Package N0. ADB-II / C-8 IPC-50 FOR THE MONTH OF OCTOBER -2011

Calculation of Interest over Mobilization AdvanceCALCULATION FOR INR PORTION

IPC No. IPC Month Period of Interset Advance Amount

C1 C2 C3 C4 C5 C6 C7 C8 C9 C11=C 7-C8 C12=C11*C6/365*10%

7 31-May-07 28.09.2006 29.09.06 to 31.05 2007 246 94401700 0 10259993 10259993 94401700 6362416.00

8 30-Jun-07 1.06.07 to 30.06.2007 30 94401700 10259993 6643505 16903498 84141707 691576.00

9 31-Jul-07 1.07.07 to 31.07.2007 31 94401700 16903498 1136684 18040182 77498202 658204.00

9 31-Aug-07 1.08.07 to 31.08.2007 31 94401700 18040182 997107 19037289 76361518 648550.00

10 30-Sep-07 1.09.07 to 30.09.2007 30 94401700 19037289 3462531 22499820 75364411 619434.00

11 31-Oct-07 1.10.07 to 31.10.2007 31 94401700 22499820 4417222 26917042 71901880 610674.00

Equipment Advance12 30-Nov-07 1.11.2008 1.11.07 to 30.11.2007 30 181319597 26917042 6092430 33009472 154402555 1269062.00

13 31-Dec-07 1.12.07 to 31.12.07 31 181319597 33009472 9098825 42108297 148310125 1259620.00

14 31-Jan-08 1.01.08 to 31.01.08 31 181319597 42108297 6500511 48608808 139211300 1179112.00

15 29-Feb-08 1.02.08 to 29.02.09 29 181319597 48608808 6014624 54623432 132710789 1051534.00

16 31-Mar-08 1.03.08 to 31.03.08 31 181319597 54623432 5666482 60289914 126696165 1073110.00

17 30-Apr-08 1.04.08 to 30.04.08 30 181319597 60289914 10618347 70908261 121029683 992047.00

18 31-May-08 1.05.08 to 31.05.08 31 181319597 70908261 10154016 81062277 110411336 935178.00

19 30-Jun-08 1.06.08 to 30.06.08 30 181319597 81062277 5396606 86458883 100257320 821781.00

20 31-Jul-08 1.07.08 to 31.07.08 31 181319597 86458883 14026057 100484940 94860714 803465.00

21 31-Aug-08 1.08.08 to 31.08.08 31 181319597 100484940 660776 101145716 80834657 684665.00

21 30-Sep-08 01.09.2008 1.09.08 to 30.09.08 30 275721297 101145716 5762909 106908625 174575581 1430947.00

22 31-Oct-08 1.10.08 t0 31.10.08 31 275721297 106908625 -3853939 103054686 168812672 1429834.00

22 30-Nov-08 1.11.08 t0 30.11.08 30 275721297 103054686 10807421 113862107 172666611 1415300.00

23 31-Dec-08 1.12.08 t0 31.12.08 31 275721297 113862107 6423907 120286014 161859190 1370938.00

23 31-Jan-09 1.01.09 t0 31.01.09 31 275721297 120286014 17865775 138151789 155435283 1320135.00

24 28-Feb-09 1.02.09 t0 28.02.09 28 275721297 138151789 32988160 171139949 137569508 1055328.00

25 31-Mar-09 1.03.09 t0 31.03.09 31 275721297 171139949 22184515 193324464 104581348 888225.00

26 30-Apr-09 1.04.09 t0 30.04.09 30 275721297 193324464 12739160 206063624 82396833 677234.00

27 31-May-09 1.05.09 t0 31.05.09 31 275721297 206063624 10794514 217050352 69657673 591613.0028 30-Jun-09 1.06.09 t0 30.06.09 30 275721297 216858138 2993636 219851774 58863159 483807.0028 31-Jul-09 1.07.09 t0 31.07.09 31 275721297 219851774 -195048 219656726 55869523 474508.0029 31-Aug-09 1.08.09 t0 31.08.09 31 275721297 219656726 1869860 221526586 56064571 476165.0029 30-Sep-09 1.09.09 to 30.09.09 30 275721297 221526586 -1081477 220445109 54194711 445436.0029 31-Oct-09 1.10.09 to 31.10.09 31 275721297 220445109 -604233 219840876 55276188 469469.0029 30-Nov-09 1.11.09 to 30.11.09 30 275721297 219840876 9775589 229616465 55880421 459291.0030 31-Dec-09 1.12.09 to 31.12.09 31 275721297 229616465 8811514 238427979 46104832 391575.0031 31-Jan-10 1.01.10 to 31.01.10 31 275721297 238427979 8263285 246691264 37293318 316738.0032 28-Feb-10 1.02.10 to 28.02.10 28 275721297 246691264 9525042 256216306 29030033 222696.0033 31-Mar-10 1.03.10 to 31.03.10 31 275721297 256216306 8545289 264761595 19504991 165659.00

34 30-Apr-10 1.04.10 to 30.04.10 30 275721297 264761595 10954287 275715882 10959702 90080.00

35 30-May-10 1.05.10 to 31.05.10 31 275721297 275715882 0 275715882 0 0.00

36 30-Jun-10 1.06.10 to 30.06.10 30 275721297 275715882 0 275715882 0 0.00

37 31-Jul-10 1.07.10 to 31.07.10 31 275721297 275715882 0 275715882 0 0.00

Total 275715882.00 33835406.00

Description ofAdvance

Date of Receipt of Cheque

Total days upto date

Recovered Amount up to Previous Month

Recovered Amount during This Month

Cummalative Recovered Amount

Out standing Advance of IPC on 1st day of Month

Interest on outstanding Advance up to the end

of Month

C10 = Prev. mth. Recovery +This mth.

Recovery

1st Installment (Mobilization)

2nd Installment (Mobilization)

Four laning of Jhansi-Lakhnadon on Section from Km. 297 to Km. 351 on NH-26 in the State of Madhya Pradesh, Package N0. ADB-II / C-8 IPC-50 FOR THE MONTH OF OCTOBER -2011

Calculation of Interest over Mobilization Advance

CALCULATION FOR USD PORTION

IPC No. IPC Month Period of Interset Advance Amount

C1 C2 C3 C4 C5 C6 C7 C8 C9 C11=C 7-C8 C12=C11*C6/365*10%

7 31-May-07 16.10.2006 16.10.06 to 31.05 2007 228 343354.00 0.00 26758.92 26758.92 343354.00 21447.87

8 30-Jun-07 1.06.07 to 30.06.2007 30 343354.00 26758.92 25993.09 52752.01 316595.08 2602.159 31-Jul-07 1.07.07 to 31.07.2007 31 343354.00 52752.01 2875.27 55627.28 290601.99 2468.13

9 31-Aug-07 1.08.07 to 31.08.2007 31 343354.00 55627.28 2778.04 58405.32 287726.72 2443.71

10 30-Sep-07 1.09.07 to 30.09.2007 30 343354.00 58405.32 12593.78 70999.10 284948.68 2342.04

11 31-Oct-07 1.10.07 to 31.10.2007 31 343354.00 70999.10 16066.14 87065.24 272354.90 2313.15

1.11.07 TO 30.11.07 30 343355.00 87065.24 22159.14 109224.38 256289.76 2106.49

Equipment Advance12 30-Nov-07 14.11.2007 14.11.2007 TO 30.11.2007 17 316134.20 0.00 0.00 0.00 316134.20 1472.41

13 31-Dec-07 1.12.07 to 31.12.07 31 659488.20 109224.38 33093.87 142318.25 550263.82 4673.47

14 31-Jan-08 1.01.08 to 31.01.08 31 659488.20 142318.25 23643.39 165961.64 517169.95 4380.4015 29-Feb-08 1.02.08 to 29.02.09 29 659488.20 165961.64 21876.14 187837.78 493526.56 3910.4616 31-Mar-08 1.03.08 to 31.03.08 31 659488.20 187837.78 20609.89 208447.67 471650.42 3994.8517 30-Apr-08 1.04.08 to 30.04.08 30 659488.20 208447.67 38620.61 247068.28 451040.53 3697.0518 31-May-08 1.05.08 to 31.05.08 31 659488.20 247068.28 36931.77 284000.05 412419.92 3493.1719 30-Jun-08 1.06.08 to 30.06.08 30 659488.20 284000.05 19628.31 303628.36 375488.15 3077.7720 31-Jul-08 1.07.08 to 31.07.08 31 659488.20 303628.36 14401.61 318029.97 355859.84 3014.1121 31-Aug-08 1.08.08 to 31.08.08 31 659488.20 318029.97 2344.81 320374.78 341458.23 2892.1321 30-Sep-08 1.09.08 to 30.09.08 30 659488.20 320374.78 18023.14 338397.92 339113.42 2779.62

21 30-Sep-08 10.09.2008 10.09.08 to 30.09.08 21 343354.00 0.00 0.00 0.00 343354.00 1970.06

22 31-Oct-08 1.10.08 t0 31.10.08 31 1002842.20 338397.92 21944.89 360342.81 664444.28 5627.8122 30-Nov-08 1.11.08 t0 30.11.08 30 1002842.20 360342.81 44436.07 404778.88 642499.39 5266.3923 31-Dec-08 1.12.08 t0 31.12.08 31 1002842.20 404778.88 19932.19 424711.07 598063.32 5065.5623 1-Jan-09 1.01.09 t0 31.01.09 31 1002842.20 424711.07 47455.09 472166.16 578131.13 4910.1524 28-Feb-09 1.02.09 t0 28.02.09 28 1002842.20 472166.16 69578.45 541744.61 530676.04 4070.9425 31-Mar-09 1.03.09 t0 31.03.09 31 1002842.20 541744.61 74916.96 616661.56 461097.59 3916.1726 30-Apr-09 1.04.09 t0 30.04.09 30 1002842.20 616661.56 83282.00 699943.56 386180.64 3174.0927 31-May-09 1.05.09 t0 31.05.09 31 1002842.20 699943.56 10354.87 711049.82 302898.64 2572.5628 30-Jun-09 1.06.09 t0 30.06.09 30 1002842.20 710298.43 30390.22 740688.65 292543.77 2404.4728 31-Jul-09 1.07.09 t0 31.07.09 31 1002842.20 740688.65 -13554.15 727134.50 262153.55 2226.5129 31-Aug-09 1.08.09 t0 31.08.09 31 1002842.20 727134.50 3507.40 730641.90 275707.70 2341.6329 30-Sep-09 1.09.09 to 30.09.09 30 1002842.20 730641.90 63.50 730705.40 272200.30 2237.2629 31-Oct-09 1.10.09 to 31.10.09 31 1002842.20 730705.40 63.50 730768.89 272136.80 2311.3029 30-Nov-09 1.11.09 to 30.11.09 30 1002842.20 730768.89 27376.62 758145.52 272073.31 2236.2230 31-Dec-09 1.12.09 to 31.12.09 31 1002842.20 758145.52 30480.97 788626.49 244696.68 2078.2531 31-Jan-10 1.01.10 to 31.01.10 31 1002842.20 788626.49 30276.65 818903.13 214215.71 1819.3732 28-Feb-10 1.02.10 to 28.02.10 28 1002842.20 818903.13 20871.62 839774.75 183939.07 1411.0433 31-Mar-10 1.03.10 to 31.03.10 31 1002842.20 839774.75 32522.91 872297.66 163067.45 1384.9634 30-Apr-10 1.04.10 to 30.04.10 30 1002842.20 872297.66 33921.79 906219.45 130544.54 1072.9735 30-May-10 1.05.10 to 31.05.10 31 1002842.20 906219.45 96619.19 1002838.64 96622.75 820.6336 30-Jun-10 1.06.10 to 30.06.10 30 1002842.20 1002838.64 0.00 1002838.64 0.00 0.0037 31-Jul-10 1.07.10 to 31.07.10 31 1002842.20 1002838.64 0.00 1002838.64 0.00 0.00

Total 1002838.64 132027.32

Total Amount of Interest over Mobilization Advance in INR (A+B)= 132027.32 *43.99 + 33835406.00 39643288

Description ofAdvance

Date of Receipt of Cheque

Total days upto date

Recovered Amount during Previous

Month

Recovered Amount during This Month

Cummalative Recovered Amount

Out standing Advance of IPC on 1st day of Month

Interest on outstanding Advance up to the end

of Month

C10 = Prev. mth. Recovery +This mth.

Recovery

1st Installment (Mobilization)

2nd Installment (Mobilization)


SUMMARY OF BILL OF QUANTITIES

Name of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E Period Ending : 31st Oct 2011

Bill No. Bill Description

1 Site Clearance 4,939,319 6,957,197 6,957,197

2 Earthworks 581,084,446 579,250,232 579,077,634

3 Sub-Base and Base Courses 499,747,680 391,491,415 391,491,415

4 Bituminous Courses 722,516,178 427,747,044 425,796,430

5 Culverts 116,082,158 111,061,344 110,840,031

6 1,021,705,686 742,961,111 718,974,769

7 Drainage and Protective Works 56,856,707 2,300,054 2,300,054

8 83,186,280 24,960,894 24,960,894

9 Miscellaneous 7,926,231 4,157,700 4,157,700

10 Maintenance of Road 30,619,875 42,847,429 42,847,429

11 Toll Plaza 27,609,510 0 0

12 Shifting of Electrical Utilities 51,759,000 48,329,349 48,329,349

Sub-Total of BOQ 3,204,033,070 2,382,063,769 2,355,732,902

Applying Rebate @ 31.645% 1,013,916,265 753,804,080 745,471,677

Actual amount after Rebate 2,190,116,805 1,628,259,689 1,610,261,225

Total amount of BOQ Variation 12,381,344 12,381,344

2,190,116,805 1,640,641,033 1,622,642,569


Contract Amount (Rs)

Up to Date (Rs)

Previous Month (Rs)

New Bridges, Grade separators, ROBs

Traffic Signs, Markings and Road Appurtenances

Total work done amount of with BOQ Variation



(Nirmal kr srivastava) Senior Quantity Engineer



Period Ending : 31st Oct 2011

0

172,598

0

1,950,614

221,313

23,986,342

0

0

0

0

26,330,867

8,332,403

17,998,464

0

17,998,464


This month (Rs)



IPC-50 FOR THE MONTH OF OCTOBER -2011SUMMARY OF BILL OF QUANTITIES

Name of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANY

Name of Employer : National Highway Authority Of India

Name of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E Period Ending : 31st Oct 2011

Bill No. Bill Description

1 Site Clearance

2 Earthworks

3 Sub-Base and Base Courses

4 Bituminous Courses

5 Culverts

6

7 Drainage and Protective Works

8

9 Miscellaneous

10 Maintenance of Road

11 Toll Plaza

12 Shifting of Electrical Utilities

Sub-Total of BOQ

Applying Rebate @ 31.645%

Actual amount after Rebate

Total amount of BOQ Variation


Contract Amount (Rs)

Up to Date (Rs)

Previous Month (Rs)

New Bridges, Grade separators, ROBs

Traffic Signs, Markings and Road Appurtenances

Total work done amount of with BOQ Variation






Period Ending : 31st Oct 2011


This month (Rs)



Contractors Representative 34 of 232 Consultants Representative

No. 1 2 3 4 5 6 7

Particulars UnitRate Since Last Mesurement

Rs. Amount Page Quantity

1 SITE CLEARANCE

1.01 Hct. 22356

1.02

a) Brick Masonry Cum 324

b) Stone Masonry Cum 243

c) Plain Cement Concrete Cum 405

Cum 810

e) Pavement Structure

i) Bituminous Course Cum 324

ii) Sub base/Base Course Cum 162

Nos. 243

g) Temporary Structures(Pucca/Semi Pucca) Sqm 486

h) Removal of hume pipes

(i) Upto 600mm dia Lm 162

(ii) Above 600mm dia Lm 162

1.03 0 0.000 0

a) Above 300 mm to 600 mm Nos. 111

b) Above 600 mm to 900 mm Nos. 224

c) Above 900 mm to 1800 mm Nos. 398

d) Above 1800 mm Nos. 723

Contents of Area

Total Value to Date

Deduct Previous mesurements

Quantity (Cols.(2)-(6)

Value at rates in cols (4) (Rs.)

Cleaning & grubbing road land, drains and cross-drainage structures complete as per drawings and Tech. Spec. Clause 201

Dismantling structures and pavements and including disposing of resulting material and/ or salvaging useful materials as per drawings and Techical Specifications Clause 202 and Section 2800.

d) Reinforced Cement Concrete including reinforcement

f) Guard Stones/KM Stones/Sign post/Hect.Stones

Removal of stumps and roots of girth above 300mm and back filling to required compaction complete as per drawings and Tech. Spec. Clause 201and 305


No. 1 2 3 4 5 6 7


Rs. Amount Page QuantityContents of Area

Total Value to Date




1.04

a) Brick Masonry Cum

b) Stone Masonry Cum -81

c) Plain Cement Concrete Cum 0

Cum -81

e) Pavement Structure

i) Bituminous Course Cum -16

ii) Sub base/Base Course Cum -32

Nos. 0

g) Temporary Structures(Pucca/Semi Pucca) Sqm 0

h) Removal of hume pipes 0

( ) Upto 600mm diaⅰ Lm 0

( ) Above 600mm diaⅱ Lm 0

Cum

1.05 0 0.000 0

a) Above 300 mm to 600mm Nos. -162

b) ABOVE 600 mm to 900 mm Nos. -324

c) Above 900 mm to 1800mm Nos. -810

d) Above 1800 mm Nos. -1134

TOTAL ( Bill No.1) -

2 Earthworks

Credit for salvage value of dismantled materials from pavements and structures etc. as per drawings and Tech. Spec. Clause 202



i) Stone pitching/boulder apron/brick soling/stone soling

Credit for salvage value of stumps and roots of girth above 300mm as per Tech. Spec. Clause No.202


No. 1 2 3 4 5 6 7



Total Value to Date




2.01

(a) in all types of soil excluding marshysoil cum 62

(b) Ordimary Rock(not requiring blasting) cum 78

(d) Hard Rock(blasting prohibited) cum 311

2.02 cum 188

2.03 cum 62

2.04

cum 214

cum 239

2.07 cum 188

2.08 cum 389

Earthwork in excavation necessary for construction of roadway complete as per drawings and Tech. Spec. Clause 301& A-7

Construction of embankment with approved materials from borrow areas complete as per drawings and Tech. Spec. Clause 305 with all leads and lifts

Construction of embankment with approved materials obtained from roadway and drainage excavations complete as per drawings and Tech. Spec. Clause 305 with all leads and lifts

Construction of subgrade/shoulder with approved materials from borrow areas complete as per drawings and Tech. Spec. Clause 305 & 407 with all leads and lifts.

(a) Selected earth for subgrade(CBR not less than 10)

(b) Selected Earth for Shoulders(CBR not lass than 10)

Earthwork in filling of median/island area with selected earth complete as per drawings and Tech. Spec. Clause 407 with all leads and lifts.

Filling of rock - fill in the median/ island area with broken hard rock fragments not exceeding 200 mm laid in layers as per drawings and Tech. Spec. Clause 313


No. 1 2 3 4 5 6 7



Total Value to Date




2.10 cum 486

Total(Bill No.2)

3 SUB-BASE AND BASE COURSES

3.01 cum 674

3.02 cum 1,216

TOTAL ( Bill No.3) 0

4 BITUMINOUS COURSES

4.01 sqm 16

4.02

a) @ 0.275kg per sqm on primed surface sqm 13

b) @ 0.225kg per sqm on bituminous surface sqm 11

4.03 cum 3,835

Filling of wells complete as per drawings and Tech. Spec. Section 1200 & A-10.

Constructions of Granular sub-base, Complete as per drawings and Technical Specification Clause 401, using Close graded materials conforming to Grading- of Table Ⅰ400-1

Construction of Wet Mix Macadam(WMM) base with approved material complete as per drawings and Technical Speccification Clause 406.

Providing and applying prime Coat with bitumen emulsion complete as per drawings and Technical Specification Clause 502

Providing and applying Tack Coat with bitumen emulsion complete as per drawings and Technical Specification Clause 503

Providing and laying Bituminous Macadam(BM) Course by using bitumen grade 60-70 as per Technical Specification Clause 504.


No. 1 2 3 4 5 6 7



Total Value to Date




4.04 cum 4,490

4.05 cum 5,987

Adjustment of Atual consuption of bitumen mt 13,549.95

4.06 cum 5,238


5 CULVERTS

5.01 cum 79

5.02 cum 2,716

5.03 cum 4,054

Providing and laying Dense Graded Bituminous Macadam (DBM) course by using bitumen grade 60-70 complete as per drawings and Technical Specification Clause 507 and confirming to Table 500-10

Providing and laying Bituminous Concrete (BC) wearing course using PMB-40 complete as per drawings and Technical Specification Clause 509 & 521

Providing and laying 25mm thick Semi Dense Bitumenous Concrete (SDBC) Wearing Course complete as per drawings and Technical Specification Clause 500 & 3000

Earthwork in excavation for structures in all types of soil excluding rock, including all lifts and leads complete as per drawings and Technical Specification Clause No.304

Providing and laying in position Plain Cement Concrete in M-15 grade leveling course below foundations and approach slabs complete as per drawings and Technical Specification Section 1500 and 2700

Providing and laying in position plain Cement Concrete of Grade M20 in cut off walls, head walls complete as per drawings and Technical Specification Section 1500, 2100 and 2700


No. 1 2 3 4 5 6 7



Total Value to Date




5.04 cum 4,548

5.05 cum 3,890

5.06 MT 51,876

5.07 Cum 894

5.08 Cum 2,218

5.09

(a)Filler type Moulded Lm. 1,605

Providing and laying in position Reinforced Cement Concrete grade M 25 in box cell structures for culverts complete as per drawings and Technical Specification Section 1500, 1700 and 2200

Providing and laying in position Reinforced Cement Concrete grade M25 in deck slabs in culverts excluding reinforcement complete as per drawings and Technical Specification Section 1500, 1700 and 2300

Providing & fixing in position HYSD (TMT) Fe 415 grade reinforcement bars in foundations, substructures, box strucutre and crash barrier complete as per drawings and Technical Specification Section 1600

Providing and laying boulder apron for bed protection works complete as per drawings and Technical Specification Clause No.2503

Providing and laying 150mm thick flat rigid apron embedded in 300mm thick concrete grade M15 for bed protection works with all leads and lift as per Drawing and Technical Specifications Clause 2503

Providing and fixing in position Expansion joints complete as per Drawing and Technical Specifications Section 2600


No. 1 2 3 4 5 6 7



Total Value to Date




5.11 Cum 6,591

5.12 Cum 3552

5.14 Sqm 19

5.17 Lm 256 0.000 0.00 0

5.19 Cum 315

5.20 Cum 728


providing and laying in position Reinforced Cement Concrete grade M 25 in approach slabs including reinforcement and bituminous joint filler with joint sealing compound between approach slab and dirt wall complete as per Drawinga and Technical Specificati

Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers including reinforcement, providing bituminous fiber board and Polysulphide joint filler at expansion joints/gap locations complete as per Drawings and Technical Specif

Providing & laying Tar paper bearing complete as per Technical Specifications Clause 2000

Providing and fixing weep holes in wing wall, head wall, return wall and retaining wall complete as per Drawings and Technical Specifications Clause 2706.

Providing and laying back filling behind abutments,splayed wing walls, return wall or any other area with selected imported granular materials of approved quality complete as per Drawings and Technical Specifications Clause305 and Appendis-6 of IRC:78-200

Providing and laying filter media behind box structure, splayed wing wall, retaining walls and return wall complete as per drawings and Tech. Specifications Clause 305 and Section 2500


No. 1 2 3 4 5 6 7



Total Value to Date




6 NEW BRIDGES, GRADE SEPARATORS, ROBS

6.01 Cum 79

6.02 Cum 270

6.03 0

(a) Bblasting Prohibited Cum 764

6.04 Cum 213

6.05 Cum 2,855

6.06

Earthwork in excavation for structures in all types of soil excluding rock, including all lifts and leads complete as per drawings and Technical Specifications Clause No.304.

Earthwork in excavation for structures in ordinary rock, including all lifts and leads complete as per drawings and Technical Specifications Clause No.302 and 304.

Earthwork in excavation for structures in hard rock including all lifts and leads complete as per drawings and Technical Specifications Clause No.302 and 304 and Clause 'A7' of Additional Technocal Specifications.

Earthwork in excavation for structures in Marshy soil excluding rock, including dewatering and all lifts and leads complete as per drawings and Technical Specifications Clause No.304.

Providing and laying in position plain Cement Concrete of Grade M 15 in leveling course below open foundations, pile caps, approach slabs, annular filling around foundation in rock and bed protection complete as per drawings and Tech. Specifications Secti

Providing and laying in position Reinforced Cement Concrete in open foundations complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.


No. 1 2 3 4 5 6 7



Total Value to Date




(a) Grade M 30 Cum 3,641

(b) Grade M 35 Cum 3,780

6.08 MT 84,901

6.09 Cum 5,258

6.10 Cum 5,819

6.11

(a) 7.0m dia. Well ( ) 0 - 10m depthⅰ Lm 29,360 (ii) 10 - 20m depth Lm 34,035 ( ) 20 - 30m depthⅲ Lm 38,711 ( ) 30 - 40m depthⅳ Lm 43,386 (b) 8.0m dia. Well

In soil

( ) 0 - 10m depthⅰ Lm 38,337 (ii) 10 - 20m depth Lm 43,012 ( ) 20 - 30m depthⅲ Lm 47,687 ( ) 30 - 40m depthⅳ Lm 52,362

Providing, fabricating & laying in position cutting edge for well foundations comprising of steel sections and plates (structural steel) along with steel liner on well curbs and well steining complete as per drawings and Technical Specifications Clause No

P&L in position Reinforced Cement Concrete of Grade M35 in well curbs complete as per drawings and Technical Specifications Clause No.1205, 1214, 1215.

Providing & laying in position Reinforced Cement Concrete of Grade M35 in well steining complete as per drawings and Technical Specifications Clause No.1206, 1214, 1215 and Sections 1500 and 1700

Sinking of well foundations upto different levels complete as per construction drawings and Technical Specifications Clause No.1207.


No. 1 2 3 4 5 6 7



Total Value to Date




6.12 Cum 3,960

6.13 Cum 469

6.14 Cum 5,120

6.15 Cum 4,510

6.16 Cum 9,141

Providing and laying in position Plain Cement Concrete grade M25 in bottom Plug with 10% extra cement including the cost of creation of key in the bottom plug and anchor bars whether shown in the drawings complete as per drawings and Technical Specificati

Providing and filling clean, sieved, approved sand in the dredge holes of the wells up to height specified in the drawings including all leads and lifts and as per drawings and Technical Specifications Clause Nos. 1209, 1214 and 1215.

Providing and laying in position Plain Cement Concrete grade M25 in Top / Intermediate Plug in dry condition complete as per drawings and Technical Specifications Clause Nos. 1210, 1214 Section 1700.

Reinforced Cement Concrete grade M35 in well cap including construction of false steining and dismantling of extruding false steining above well cap if any, complete as per drawings and Technical Specifications Clause Nos. 1211, 1214 and Section 1700.

Bored Cast-in-situ vertical piles of dia 1200mm RCC grade M-35 excluding reinforcement complete as per drawings and Tech. Spec. Section 1100, 1700 & IRC 78-2000 and removal of excavated earth with all lifts and lead.


No. 1 2 3 4 5 6 7



Total Value to Date




6.17 Nos. 841,535

6.19 Cum 3,861

6.20

(a) Grade M 35 Cum 4,326

6.21

(a) T-Beam and Slab of grade M 30 Cum 5,934

(b) Box Girder of grade M 35 Cum 6,385

(c) RCC Slab over PSC girders grade M45 Cum 5,372

6.22 MT

(a) In Foundation MT 51,502

(b) In Sub Structure MT 51,876

(c) In Super Structure MT 53,148

Carring out initial load test (Static Load Test) both vertical & lateral on test piles for bored cast-in situ piles including cost of installation RCC M35 boring, arranging kentledge / anchor piles and all testing equipments, accessories etc. excluding r

Reinforced Cement concrete in M35 grade for file cap complete as per drawings and Technical Specifications Section 1100, 1500 and 1700.

Providing and laying in position Reinforced Cement Concrete in pier, pier cap, pedestals, cantilever/counterfort abutment, abutment cap, dirt wall, retaining wall, buffer wall etc. complete as per drawings and Technical Specifications Sections 1500, 1700

Providing and laying in position Reinforced Cement Concrete in superstructure complete as per drawings and Technical Specifications Sections 1500, 1700, 2300 and clause A-5.

Providing & fixing in position HYSD (TMT) Fe 415 grade reinforcement bars in foundations, substructures, superstructures etc. complete as per drawings and Technical Specifications Sections 1600


No. 1 2 3 4 5 6 7



Total Value to Date




6.23

(a) Grade M45 in Box girder Cum 6,617

Cum 6,043

6.24 MT 174,310

6.26

(A) Elastomeric bearings Cucm 1 (B) POT cum PTFE bearings 0

Nos. 49,744

68,794

6.27

Lm9,350

(b) Modular type 70mm. Lm 112,205

Providing & fixing in position Prestressed concrete in superstructure including pedestals complete as per drawings and technical Spec. Section 1500, 1700 and 2300

(b) Grade M45 in Precast Post-tensioned Girders

Supplying, providing and placing in position and profiling high tensile steel of 19 T13(Class-ll low relaxation) strands conforming to IS: 6006 of specified ultimate strength including cutting, threading, tying and providing necessary anchorage, sheathing

Providing and fixing in position bearings true to line and level complete as per drawings and Technical Specifications Section 2000, IRC : 83 (Part- ) 1987 and IRC : 83(Part- ) Ⅱ Ⅲ2002.

( ) Fixed bearings of 300T Vertical load ⅰcarrying capacity

( ) Free / Guided Bearings of 300T vertical ⅱload carrying capacity

Providing and fixing in position Expansion Joints complete as per drawings and Technical Specifications Clause 2600.

(a) Strip seal type accomodating a movement upto 70mm.


No. 1 2 3 4 5 6 7



Total Value to Date




6.32 Cum 11,187

6.35 Lm 256

6.37 Cum 315

6.40 Cum 894

6.43

(a) In soil Lm 655

(b) In Soft rock Lm 1,636

Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers including reinforcement including providing bityminous fiber board and Polysulphide joint filler at expansion joints/gap locations complete as per drawings and Technic

Providing and fixing weep holes in abutments, splayed wing wall, median wall, retaining wall or any other earth retaining structure complete as per drawings and Technical Specifications Clause 2706.

providing and laying back filling behind abutments, splayed wing walls, return wall or any other area with selected imported granular materials of approved quality complete as per drawings and Technical Specifications Clause 305 and Appendix-6 of IRC : 78

providing and laying Boulder apron on bed for protection against scour with stone boulders weighing not less than 40 Kg. each complete as per drawings and Technical Specifications.

Carrying out sub soil investigation/confirmatory boreholes at specified foundation locations before commencement of construction, except in case of well foundation where confirmatory boring shall be carried out before bottom plugging for confirmation of s


No. 1 2 3 4 5 6 7



Total Value to Date




(c) In Hard rock Lm 2,291


7 DRAINAGE AND PROTECTIVE WORKS

7.02 Lm 1027 0

0

0

7.06 cum 987


8 TRAFFIC SIGNS, MARKINS AND ROAD APPURTENANCES

8.10 Lm 315

8.11 Lm 370


9 MISCELLANEOUS

9.03

Construction of open cross drains in median on superelevated section with PCC grade M20 including leveling course in cement concrete M15 as per drawings and Technical Specifications Section 1500, 1600 and 1700.

Providing and laying stone pitching of 300mm thick on Embankment slopes as per drawings and Technical Specifications Clauses 1400 and 2500.

Providing and laying M20 grade cement concrete kerb for median/island complete as per drawings and Technical Specifications Clause 408.

Providing and laying M20 grade cement concrete kerb with channel for median/island in super-elevated portions complete as per drawings and Technical Specifications Clause 408.

Providing and maintaining vehicles for the Employer's Representative and his support staff including driver, POL, etc., complete as per drawings and Technical Specification clause 124.


No. 1 2 3 4 5 6 7



Total Value to Date




76,179

9.05 Set 44,034


10 MAINTENANCE OF ROAD / CONSTRUCTION OF DIVERSION ROAD

10.02 sqm 30

10.03 sqm 553

10.04 sqm 94


11 TOLL PLAZA

TOTAL ( Bill No.11)

TOTAL ( Bill No.12)= 0.00 0 0 0

Sub-Total of BOQ= 0

Applying Rebate @ 31.645% = 0

Actual amount after Rebate= 0

Extra Items Derived from BOQ

V-13 Lm 2891.00

a) Hard top passenger car Non A.C. (One Number)

Veh.Month

Supplying colour video cassette & CD ROM records during construction consisting of each set of edited master cassetters & C.D. with 4 copies each of cassettes & CD ROMs complete as per drawings and Technical Specification clause 126.

Maintenance of Earthen shoulder complete as per Drawings and Technical Specification Clause 3003

Carrying out repairs to pot holes and perform any necessary patching to existing bituminous C/W conforming as per Drawings and Technical Specification Clause 3004.

Providing Renewal Coat with Mix Seal SURFACING ( Type A) including tack coat to the areas of the existing carriageway as per Drawings and Technical Specification Clause 512

1000MM DIA PIPE Provisionally allowed @75% (3855*0.75)


No. 1 2 3 4 5 6 7



Total Value to Date




Adjustment of Atual consuption of Emulsion MT 9261.00

V-24 MT 11724.00

MT 11724.00

Total Of SectionExtra Items Non BOQ 0

V-03 Installation of Mobile Sets 20 Nos. 10000.00

V-04 Maintanance of Mobile Sets 480 Nos. 1000.00 0

Credit on Hard Rock Cum -48.75

V-28 501 RM 323.25

Total Of NON BOQ ITEM 0 0

0 0 0

4.01 var.

(Provisional)

Excess Consumption of Bitumen for DBM & BC Provisionally allowed @ 75 % 15632

Excess Consumption of Tack Coat for DBM & BC Provisionally allowed @ 75 % 15632

Maintanance of Narmada Railing (Allowed @ 75% of 215931)


Remarks


Remarks

0.00


Remarks


Four laning of Jhansi-Lakhnadon on Section from Km297 to Km 351 on NH-26 in the State of Madhya Pradesh, Package N0. ADB-II / C-8 IPC-50 FOR THE MONTH OF OCTOBER -2011

(Ref.Contract conditions clause No .60)ABSTRACT OF BILL

Name of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E Item No.

Description UnitUp to Date Previous month This Month

1 SITE CLEARANCE1.01

Hct. 144 22356 3219264 121.720 2721172 121.72 2721172 0.000 0

1.02

a) Brick Masonry Cum 50 324 16200 656.380 212667 656.38 212667 0

b) Stone Masonry Cum 100 243 24300 1,868.940 454152 1,868.94 454152 0

c) Plain Cement Concrete Cum 100 405 40500 1,003.240 406312 1,003.24 406312 0

Cum 75 810 60750 353.430 286278 353.43 286278 0

e) Pavement Structure 0 - 0 - 0 0

i) Bituminous Course Cum 3,615 324 1171260 7,911.090 2563193 7911.09 2563193 0

ii) Sub base/Base Course Cum 250 162 40500 6,012.630 974046 6012.63 974046 0

Nos. 350 243 85050 - 0 - 0 0

Sqm 2,000 486 972000 959.870 466497 959.87 466497 0

h) Removal of hume pipes 0 - 0 - 0 0

(i) Upto 600mm dia Lm 100 162 16200 - 0 - 0 0

(ii) Above 600mm dia Lm 650 162 105300 468.700 75929 468.70 75929 0

Cum 100 162 16200 - 0 - 0 0

1.03

0 - 0 - 0 0

a) Above 300 mm to 600 mm Nos. 476 111 52836 1,356.000 150516 1,356 150516 0b) Above 600 mm to 900 mm Nos. 872 224 195328 762.000 170688 762 170688 0c) Above 900 mm to 1800 mm Nos. 1,308 398 520584 766.000 304868 766 304868 0

(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

Cleaning & grubbing road land, drains and cross-drainage structures complete as per drawings and Tech. Spec. Clause 201

Dismantling structures and pavements and including disposing of resulting material and/ or salvaging useful materials as per drawings and Techical Specifications Clause 202 and Section 2800.



g) Temporary Structures(Pucca/Semi Pucca)


Removal of stumps and roots of girth above 300mm and back filling to required compaction complete as per drawings and Tech. Spec. Clause 201and 305






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

d) Above 1800 mm Nos. 238 723 172074 591.000 427293 591 427293 01.04

0 - 0 - 0 0

a) Brick Masonry Cum 50 0 656.380 0 656.38 0 0.000 0

b) Stone Masonry Cum 100 -81 -8100 1,868.930 -151383 1,868.93 -151383 0

c) Plain Cement Concrete Cum 100 0 0 1,003.240 0 1,003.24 0 0.000 0

Cum 75 -81 -6075 353.430 -28628 353.43 -28628 0.000 0

e) Pavement Structure - - 0

i) Bituminous Course Cum 3,615 -16 -57840 7,911.090 -126577 7,911.09 -126577 0.00 0

ii) Sub base/Base Course Cum 250 -32 -8000 6,012.630 -192404 6,012.63 -192404 0.00 0

Nos. 350 0 0 - 0 - 0 0

g) Temporary Structures(Pucca/Semi Pu Sqm 2,000 0 0 959.870 0 959.87 0 0.000 0

h) Removal of hume pipes 100 0 0 - 0 - 0 0

( ) Upto 600mm diaⅰ Lm 650 0 0 - 0 - 0 0

( ) Above 600mm diaⅱ Lm 100 0 0 468.700 0 468.70 0 0

Cum 100 0 - 0 - 0 0

1.05

0 - 0 - 0 0

a) Above 300 mm to 600mm Nos. 476 -162 -77112 1,356.000 -219672 1,356 -219672 0.000 0

b) ABOVE 600 mm to 900 mm Nos. 872 -324 -282528 762.000 -246888 762 -246888 0.000 0

c) Above 900 mm to 1800mm Nos. 1,308 -810 -1059480 766.000 -620460 766 -620460 0.000 0d) Above 1800 mm Nos. 238 -1134 -269892 591.000 -670194 591 -670194 0.000 0

TOTAL ( Bill No.1) 0 4939319 6957197 6957197 0

2 Earthworks

2.01

(a) in all types of soil excluding marshyso cum 168,404 62 10441048 466,691.84 28934894 466,691.84 28934894 0

(b) Ordimary Rock(not requiring blasting) cum 25,240 78 1968720 2,024.94 157945 2,024.94 157945 0

Credit for salvage value of dismantled materials from pavements and structures etc. as per drawings and Tech. Spec. Clause 202




Credit for salvage value of stumps and roots of girth above 300mm as per Tech. Spec. Clause No.202

Earthwork in excavation necessary for construction of roadway complete as per drawings and Tech. Spec. Clause 301& A-7






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

(c) Hard Rock(requiring blasting) cum 140 233 32620 - 0 0.00 0 0

(d) Hard Rock(blasting prohibited) cum 2,664 311 828504 6,059.40 1884473 6,059.40 1884473 0

2.02

cum 1,900,460 188 357286480 2,067,376.22 388666729 2,067,376.22 388666729 0

2.03

cum 252,304 62 15642848 46,008.92 2852553 43,225.08 2679955 2783.84 172598

2.04

- - 0

cum 713,176 214 152619664 607,797.04 130068567 607,797.04 130068567 0

cum 59,650 239 14256350 14,263.30 3408929 14,263.30 3408929 0

2.05

cum 40,000 23 920000 - 0 - 0 0

2.06

cum 95,560 31 2962360 - 0 - 0 0

2.07

cum 83,360 188 15671680 102,370.55 19245663 102,370.55 19245663 0

Construction of embankment with approved materials from borrow areas complete as per drawings and Tech. Spec. Clause 305 with all leads and lifts

Construction of embankment with approved materials obtained from roadway and drainage excavations complete as per drawings and Tech. Spec. Clause 305 with all leads and lifts

Construction of subgrade/shoulder with approved materials from borrow areas complete as per drawings and Tech. Spec. Clause 305 & 407 with all leads and lifts.

(a) Selected earth for subgrade(CBR not less than 10)(b) Selected Earth for Shoulders(CBR not lass than 10)

Loosening and recompacting ground below embankment in all kinds of soil, if necessary, complete as per drawings and Tech. Spec. Clauses 301 & 305

Loosening and recompacting ground below subgrade in all kinds of soil, if necessary, complete as per drawings and Tech. Spec. Clauses 301 & 305

Earthwork in filling of median/island area with selected earth complete as per drawings and Tech. Spec. Clause 407 with all leads and lifts.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

2.08

cum 9,348 389 3636372 1,686.16 655917 1,686.16 655917 0

2.09

cum 285,925 16 4574800 - 0 - 0 0

2.10

cum 500 486 243000 6,943.54 3374562 6,943.54 3374562 0

Total(Bill No.2) 581084446 579250232 579077634 172598

3 SUB-BASE AND BASE COURSES 0

3.01

cum 234,480 674 158039520 206,304.22 139049043 206,304.22 139049043

3.02

cum 281,010 1216 341708160 207,600.64 252442379 207,600.64 252442379 0

TOTAL ( Bill No.3) 0 499747680 391491415 391491415 0

4 BITUMINOUS COURSES

4.01

sqm 1,124,050 16 17984800 765,265.46 12244247 765265.460 12244247 0

Filling of rock - fill in the median/ island area with broken hard rock fragments not exceeding 200 mm laid in layers as per drawings and Tech. Spec. Clause 313

Turfing of embankment slopes, median and other locations with green sods all complete as per drawings and Tech. Spec. Clauses 307.

Filling of wells complete as per drawings and Tech. Spec. Section 1200 & A-10.

Constructions of Granular sub-base, Complete as per drawings and Technical Specification Clause 401, using Close graded materials conforming to Grading- of Table 400-1Ⅰ

Construction of Wet Mix Macadam(WMM) base with approved material complete as per drawings and Technical Speccification Clause 406.

Providing and applying prime Coat with bitumen emulsion complete as per drawings and Technical Specification Clause 502






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

4.02

- 0 0.000 0 0

sqm 1,124,050 13 14612650 769,342.88 10001457 769342.880 10001457 0

sqm 1,834,700 11 20181700 682,981.17 7512793 675193.670 7427130 7787.50 85663

4.03

cum 45,868 3835 175903780 38,920.75 149261076 38920.750 149261076 0

4.04

cum 59,628 4490 267729720 48,224.99 216530205 48224.990 216530205 0

4.05

cum 36,694 5987 219686978 5,377.87 32197308 5066.370 30332357 311.50 1864951

4.06

cum 1,225 5238 6416550 - 0 0.00% 0 0

TOTAL ( Bill No.4) 0 722516178 427747044 425796430 1950614 2.00

5 CULVERTS

5.01

cum 20,100 79 1587900 25,034.23 1977704 25034.23 1977704 0

Providing and applying Tack Coat with bitumen emulsion complete as per drawings and Technical Specification Clause 503

a) @ 0.275kg per sqm on primed surface

b) @ 0.225kg per sqm on bituminous surface

Providing and laying Bituminous Macadam(BM) Course by using bitumen grade 60-70 as per Technical Specification Clause 504.

Providing and laying Dense Graded Bituminous Macadam (DBM) course by using bitumen grade 60-70 complete as per drawings and Technical Specification Clause 507 and confirming to Table 500-10

Providing and laying Bituminous Concrete (BC) wearing course using PMB-40 complete as per drawings and Technical Specification Clause 509 & 521

Providing and laying 25mm thick Semi Dense Bitumenous Concrete (SDBC) Wearing Course complete as per drawings and Technical Specification Clause 500 & 3000

Earthwork in excavation for structures in all types of soil excluding rock, including all lifts and leads complete as per drawings and Technical Specification Clause No.304






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

5.02

cum 1,685 2716 4576460 2,394.92 6504614 2378.44 6459854 16.48 44760

5.03

cum 3,730 4054 15121420 11,633.71 47163042 11633.71 47163042 0

5.04

cum 6,830 4548 31062840 5,861.10 26656283 5861.10 26656283 0

5.05

cum 245 3890 953050 309.77 1205005 309.77 1205005 0

5.06

MT 650 51876 33719400 407.264 21127227 407.264 21127227 0

5.07

Cum 240 894 214560 109.54 97929 109.54 97929 0

Providing and laying in position Plain Cement Concrete in M-15 grade leveling course below foundations and approach slabs complete as per drawings and Technical Specification Section 1500 and 2700

Providing and laying in position plain Cement Concrete of Grade M20 in cut off walls, head walls complete as per drawings and Technical Specification Section 1500, 2100 and 2700

Providing and laying in position Reinforced Cement Concrete grade M 25 in box cell structures for culverts complete as per drawings and Technical Specification Section 1500, 1700 and 2200

Providing and laying in position Reinforced Cement Concrete grade M25 in deck slabs in culverts excluding reinforcement complete as per drawings and Technical Specification Section 1500, 1700 and 2300


Providing and laying boulder apron for bed protection works complete as per drawings and Technical Specification Clause No.2503






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

5.08

Cum 2,430 2218 5389740 376.30 834625 371.58 824164 4.72 10460

5.09

0 0 - 0 0.000 0 0

(a)Filler type Moulded Lm 3,060 1605 4911300 380.13 610109 380.130 610109 0

5.10

Nos. 185 2244 415140 - 0 0 0 0

5.11

Cum 110 6591 725010 197.40 1301063 172.2 1134970 25.200 166093

5.12

Cum 1,536 3552 5455872 7.14 25361 7.14 25361 0

5.13

Lm 1,536 1522 2337792 - 0 0 0 0

Providing and laying 150mm thick flat rigid apron embedded in 300mm thick concrete grade M15 for bed protection works with all leads and lift as per Drawing and Technical Specifications Clause 2503

Providing and fixing in position Expansion joints complete as per Drawing and Technical Specifications Section 2600

Providing and fixing in position drainage spouts complete as per Drawing and Technical Specifications Clause 2705

providing and laying in position Reinforced Cement Concrete grade M 25 in approach slabs including reinforcement and bituminous joint filler with joint sealing compound between approach slab and dirt wall complete as per Drawinga and Technical Specificati

Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers including reinforcement, providing bituminous fiber board and Polysulphide joint filler at expansion joints/gap locations complete as per Drawings and Technical Specif

Providing and fixing 80mm dia nominal size MS pipe(NB) rail on crash barrier complete including providing three or more coats of epoxy paint of approved colour, make and quality over a coat of epoxy primer complete as per Drawings and Technical Specificat






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

5.14

Sqm 1,540 19 29260 118.47 2251 118.47 2251 0

5.15

Lm 478 589 281542 - 0 0 0 0

5.16

Lm 36 6653 239508 - 0 0 0 0

5.17

Lm 796 256 203776 475.80 121805 475.80 121805 0

5.18

Nos. 278 561 155958 - 0 0 0 0

5.19

Cum 14,890 315 4690350 8,923.06 2810763 8923.06 2810763 0

Providing & laying Tar paper bearing complete as per Technical Specifications Clause 2000

Providing and laying in position Reinforced Cement Concrete M35 in median kerbs over culverts, grade separators excluding cost of reinforcement steel, complete as per Drawings and Technical Specifications Section 1700

Providing & laying Reinforced cement concrete hume pipe clause NP-4(IS:458) of 1200 mm dia for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but not excluding excavation, protection works complete as p

Providing and fixing weep holes in wing wall, head wall, return wall and retaining wall complete as per Drawings and Technical Specifications Clause 2706.

Providing and painting of structure no., span arrangement and flow directions complete as per Drawings and Technical Specifications Section 800

Providing and laying back filling behind abutments,splayed wing walls, return wall or any other area with selected imported granular materials of approved quality complete as per Drawings and Technical Specifications Clause305 and Appendis-6 of IRC:78-200






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

5.20

Cum 5,510 728 4011280 856.55 623568 856.55 623568 0

TOTAL ( Bill No.5) 0 116082158 111061344 110840031 221313

6 NEW BRIDGES, GRADE SEPARATORS, ROBS

6.01

Cum 24,834.00 79 1961886 27,548.50 2176332 27548.5 2176332 0

6.02

Cum 6,938.00 270 1873260 2,620.36 707497 2620.36 707497 0

6.03

0 - 0 0 0 0

(a) blasting Prohibited Cum 1,473.00 764 1125372 27,735.39 21189838 27,735.39 21189838 0

6.04

Cum 1,555.00 213 331215 1,417.45 301917 1,417.45 301917 0

Providing and laying filter media behind box structure, splayed wing wall, retaining walls and return wall complete as per drawings and Tech. Specifications Clause 305 and Section 2500

Earthwork in excavation for structures in all types of soil excluding rock, including all lifts and leads complete as per drawings and Technical Specifications Clause No.304.

Earthwork in excavation for structures in ordinary rock, including all lifts and leads complete as per drawings and Technical Specifications Clause No.302 and 304.

Earthwork in excavation for structures in hard rock including all lifts and leads complete as per drawings and Technical Specifications Clause No.302 and 304 and Clause 'A7' of Additional Technocal Specifications.

Earthwork in excavation for structures in Marshy soil excluding rock, including dewatering and all lifts and leads complete as per drawings and Technical Specifications Clause No.304.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

6.05

Cum 982.00 2855 2803610 1,829.68 5223736 1,807.48 5160355 22.20 63381

6.06

- 0 - 0 0

(a) Grade M 30 Cum 1,636.00 3641 5956676 3,234.90 11778271 3,234.90 11778271 0

(b) Grade M 35 Cum 2,455.00 3780 9279900 7,708.46 29137979 7,708.46 29137979 0

6.07 - 0 - 0 0

Nos. 2.00 280512 561024 - 0 - 0 0

Nos. 2.00 981791 1963582 - 0 - 0 0

6.08

MT 12.00 84901 1018812 24.125 2048237 24.13 2048237 0

6.09

Cum 641.00 5258 3370378 824.39 4334643 824.39 4334643 0

Providing and laying in position plain Cement Concrete of Grade M 15 in leveling course below open foundations, pile caps, approach slabs, annular filling around foundation in rock and bed protection complete as per drawings and Tech. Specifications Secti

Providing and laying in position Reinforced Cement Concrete in open foundations complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.

Providing & constructing temporary island 16m diameter for construction of well foundation upto 8m dia. Well

(a) Depth of water 1.0m and height of island to be 1.25m(b) Depth of water 4.0m and height of island to be 4.5m

Providing, fabricating & laying in position cutting edge for well foundations comprising of steel sections and plates (structural steel) along with steel liner on well curbs and well steining complete as per drawings and Technical Specifications Clause No

P&L in position Reinforced Cement Concrete of Grade M35 in well curbs complete as per drawings and Technical Specifications Clause No.1205, 1214, 1215.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

6.10

Cum 9,352.00 5819 54419288 11,609.22 67554051 11,609.22 67554051 0

6.11

- 0 - 0 0

(a) 7.0m dia. Well - 0 - 0 0

In soil - 0 - 0 0

( ) 0 - 10m depthⅰ Lm 100.00 29360 2936000 99.80 2930128 99.80 2930128 0

( ) 10 - 20m depthⅱ Lm 98.00 34035 3335430 99.80 3396693 99.80 3396693 0

( ) 20 - 30m depthⅲ Lm 65.00 38711 2516215 37.66 1457856 37.66 1457856 0

( ) 30 - 40m depthⅳ Lm 1.00 43386 43386 - 0 - 0 0

(b) 8.0m dia. Well - 0 - 0 0

In soil - 0 - 0 0

( ) 0 - 10m depthⅰ Lm 80.00 38337 3066960 80.00 3066960 80.00 3066960 0

( ) 10 - 20m depthⅱ Lm 80.00 43012 3440960 80.00 3440960 80.00 3440960 0

( ) 20 - 30m depthⅲ Lm 79.00 47687 3767273 70.69 3370899 70.69 3370899 0

( ) 30 - 40m depthⅳ Lm 15.00 52362 785430 11.47 600592 11.47 600592 0

6.12

Cum 2,579.00 3960 10212840 2,074.74 8215970 2,074.74 8215970 0

Providing & laying in position Reinforced Cement Concrete of Grade M35 in well steining complete as per drawings and Technical Specifications Clause No.1206, 1214, 1215 and Sections 1500 and 1700

Sinking of well foundations upto different levels complete as per construction drawings and Technical Specifications Clause No.1207.

Providing and laying in position Plain Cement Concrete grade M25 in bottom Plug with 10% extra cement including the cost of creation of key in the bottom plug and anchor bars whether shown in the drawings complete as per drawings and Technical Specificati






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

6.13

Cum 6,245.00 469 2928905 3,880.07 1819753 3,880.07 1819753 0

6.14

Cum 230.00 5120 1177600 163.28 835994 163.28 835994 0

6.15

Cum 1,705.00 4510 7689550 1,604.46 7236115 1,604.46 7236115 0

6.16

Cum 8,550.00 9141 78155550 8,336.37 76202758 8,336.37 76202758 0

6.17

Nos. 3.00 841535 2524605 5.00 4207675 5.0 4207675 0

Providing and filling clean, sieved, approved sand in the dredge holes of the wells up to height specified in the drawings including all leads and lifts and as per drawings and Technical Specifications Clause Nos. 1209, 1214 and 1215.

Providing and laying in position Plain Cement Concrete grade M25 in Top / Intermediate Plug in dry condition complete as per drawings and Technical Specifications Clause Nos. 1210, 1214 Section 1700.

Reinforced Cement Concrete grade M35 in well cap including construction of false steining and dismantling of extruding false steining above well cap if any, complete as per drawings and Technical Specifications Clause Nos. 1211, 1214 and Section 1700.

Bored Cast-in-situ vertical piles of dia 1200mm RCC grade M-35 excluding reinforcement complete as per drawings and Tech. Spec. Section 1100, 1700 & IRC 78-2000 and removal of excavated earth with all lifts and lead.

Carring out initial load test (Static Load Test) both vertical & lateral on test piles for bored cast-in situ piles including cost of installation RCC M35 boring, arranging kentledge / anchor piles and all testing equipments, accessories etc. excluding r






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

6.18

Nos. 4.00 187008 748032 - 0 - 0 0

6.19

Cum 4,966.00 3861 19173726 4,981.04 19231795 4,981.04 19231795 0

6.20

- 0 - 0 0

(a) Grade M 35 Cum 9,736.00 4326 42117936 11,879.80 51392015 11,758.09 50865497 121.71 526517

6.21

- 0 - 0 0

(a) T-Beam and Slab of grade M 30 Cum 3,250.00 5934 19285500 1,029.70 6110210 899.64 5338493 130.05 771717

(b) Box Girder of grade M 35 Cum 1,400.00 6385 8939000 971.24 6201367 882.10 5632209 89.14 569159

Cum 1,860.00 5372 9991920 1,035.97 5565231 936.07 5028568 99.90 536663

6.22

MT - 0 - 0 0

(a) In Foundation MT 2,565.00 51502 132102630 2,607.903 134312220 2,607.443 134288529 0.460 23691

(b) In Sub Structure MT 1,016.00 51876 52706016 1,649.228 85555366 1,633.642 84746827 15.586 808539

Providing and conducting non-destructive pile driving analyser to evaluate the indegnity of the installed pile as per Technical Specification Section 1113.

Reinforced Cement concrete in M35 grade for Pile cap complete as per drawings and Technical Specifications Section 1100, 1500 and 1700.

Providing and laying in position Reinforced Cement Concrete in pier, pier cap, pedestals, cantilever/counterfort abutment, abutment cap, dirt wall, retaining wall, buffer wall etc. complete as per drawings and Technical Specifications Sections 1500, 1700

Providing and laying in position Reinforced Cement Concrete in superstructure complete as per drawings and Technical Specifications Sections 1500, 1700, 2300 and clause A-5.

(c) RCC Slab over PSC girders grade M45Providing & fixing in position HYSD (TMT) Fe 415 grade reinforcement bars in foundations, substructures, superstructures etc. complete as per drawings and Technical Specifications Sections 1600






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

(c) In Super Structure MT 3,510.00 53148 186549480 2,021.343 107430338 1,777.674 94479818 243.669 12950520

6.23

- 0 - 0 0

(a) Grade M45 in Box girder Cum 5,389.00 6617 35659013 3,258.31 21560264 2,853.07 18878791 405.24 2681473

Cum 2,610.00 6043 15772230 2,014.99 12176597 1,729.67 10452408 285.32 1724189

6.24

MT 305.00 174310 53164550 161.313 28118469 147.517 25713688 13.796 2404781

6.25

sqm 21,576.00 804 17347104 - 0 - 0 0

6.26

0 0 - 0 - 0 0

(A) Elastomeric bearings Cucm 3,088,800 1 3088800 889,200.00 889200 842,400.00 842400 46800 46800

(B) POT cum PTFE bearings 0 0 - 0 - 0 0

Nos. 92.00 49744 4576448 - 0 - 0 0

156.00 68794 10731864 - 0 - 0 0

Providing & fixing in position Prestressed concrete in superstructure including pedestals complete as per drawings and technical Spec. Section 1500, 1700 and 2300

(b) Grade M45 in Precast Post-tensioned GirdersSupplying, providing and placing in position and profiling high tensile steel of 19 T13(Class-ll low relaxation) strands conforming to IS: 6006 of specified ultimate strength including cutting, threading, tying and providing necessary anchorage, sheathing

Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with a 25 mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and Technical Specifications Clau

Providing and fixing in position bearings true to line and level complete as per drawings and Technical Specifications Section 2000, IRC : 83 (Part- ) 1987 Ⅱand IRC : 83(Part- ) 2002.Ⅲ

( ) Fixed bearings of 300T Vertical ⅰload carrying capacity ( ) Free / Guided Bearings of 300T ⅱvertical load carrying capacity






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

6.27

- 0 - 0 0

Lm 1,399.00 9350 13080650 119.05 1113118 71.40 667590 47.65 445528

(b) Modular type 70mm. Lm 48.00 112205 5385840 - 0 - 0 0

6.28 Nos. 430.00 2244 964920 - 0 - 0 0

6.29

Lm 2,190.00 291 637290 - 0 - 0 0

6.30

Cum 680.00 6777 4608360 - 0 - 0 0

6.31

Cum 227.00 2506 568862 - 0 - 0 0

6.32

Cum 3,210.00 11187 35910270 84.14 941274 45.40 507890 38.74 433384

Providing and fixing in position Expansion Joints complete as per drawings and Technical Specifications Clause 2600.

(a) Strip seal type accomodating a movement upto 70mm.

Providing and fixing in positiondrainage spouts complete as per drawings and Technical Specifications Clause 2705.

Providing and fixing in position with clamps 100 mm dia PVC downtake and runner pipe including joining with drainage spout pipe, providing couplers, bends etc. in ROBs, Grade separators etc. complete as per Drawings.

Providing and laying in position Reinforced Cement Concrete grade M 30 in approach slabs including reinforcement and bityminous joint filler with joint sealing compound between approach slab and dirt wall complete as per drawings and Technical Specificati

PCC M15 grade leveling course below approach slab complete as per drawings and Technical Specifications Section 1700 and 2700

Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers including reinforcement including providing bityminous fiber board and Polysulphide joint filler at expansion joints/gap locations complete as per drawings and Technic






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

6.33

Lm 13,360.00 1522 20333920 - 0 - 0 0

6.34

Lm 105.00 1162 122010 - 0 - 0 0

6.35

Lm 1,880.00 256 481280 876.38 224353 876.38 224353 0

6.36

Nos. 140.00 935 130900 - 0 - 0 0

6.37

Cum 3,616.00 315 1139040 117.40 36981 117.40 36981 0

Providing and fixing 80mm dia nominal size MS pipe rail on crash barrier complete including providing three or more coats of epoxy paint of approved colour, make and quality over a coat of epoxy primer complete as per drawings and Technical Specifications

RCC M35 in kerbs/railing/median kerbs over bridges, grade separators, ROBs and their approaches excluding cost of reinforcement steel, complete as per drawings and Technical Specifications Section 408 and 1700.

Providing and fixing weep holes in abutments, splayed wing wall, median wall, retaining wall or any other earth retaining structure complete as per drawings and Technical Specifications Clause 2706.

Painting of structure no., span arrangement and flow directions complete as per drawings and Technical Specifications Section 800.

providing and laying back filling behind abutments, splayed wing walls, return wall or any other area with selected imported granular materials of approved quality complete as per drawings and Technical Specifications Clause 305 and Appendix-6 of IRC : 78






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

6.38

Cum 1,087.00 728 791336 - 0 - 0 0

6.39

Cum 3,498.00 987 3452526 - 0 - 0 0

6.40

Cum 10,466.00 894 9356604 25.64 22922 25.64 22922 0

6.41

Cum 11,726.00 728 8536528 - 0 - 0 0

6.42 - 0 - 0 0

sqm 12,013.00 5323 63945199 - 0 - 0 0

Providing and laying filter media behind abutment, wing walls, buffer walls, retaining walls and return walls complete as per drawings and Technical Specifications Section 305 and 2500.

Providing and laying in position hand packed boulder pitching on slopes of embankment, in front of abutments and in launching apron complete as per drawings and Technical Specifications Section 2500.

providing and laying Boulder apron on bed for protection against scour with stone boulders weighing not less than 40 Kg. each complete as per drawings and Technical Specifications.

Providing and laying filter material underneath stone pitching in slope complete as per drawings and Technical Specifications Section 2500.

Construction of reinforced Earth Structures(RES) as per approved drawings and Technical Spec. Section 3100(a) P& e Precast concrete facia panels of M-35 grade including reinforcement, soil reinforcing element, foundation pad, all accessories, components and drainage system including ground improvement as per Specifications Section 3100 and approved drawings.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

Cum 8,800.00 467 4109600 - 0 - 0 0

Cum 2,728.00 10550 28780400 - 0 - 0 0

6.43

- 0 - 0 0

(a) In soil Lm 55.00 655 36025 910.03 596070 910.03 596070 0

(b) In Soft rock Lm 40.00 1636 65440 33.90 55460 33.90 55460 0

(c) In Hard rock Lm 30.00 2291 68730 88.05 201723 88.05 201723 0

TOTAL ( Bill No.6) 0 1021705686 742961111 718974769 23986342 ###

7 DRAINAGE AND PROTECTIVE WORKS - 0 - 0

7.01

Lm 40,000 70 2800000 - 0

0

0 0

(b) P, L, Grading and compaction with selected earth meeting the approved design parameters in reinforced soil zone as per design specifications Section 3100.

(c) P, L in position RCC crash barriers in M40 grade concrete with friction slab including reinforcement as per drawing and specifications Section3100.

Carrying out sub soil investigation/confirmatory boreholes at specified foundation locations before commencement of construction, except in case of well foundation where confirmatory boring shall be carried out before bottom plugging for confirmation of s

Construction of surface unlined ditch drain in true line & grade including excavation, dressing of sides & bottom complete as per Drawings and Technical Specification Clause 309.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

7.02

Lm 12,000 1027 12324000 2,156.55 2214778 2156.551 2214778 0

7.03

Lm 1,400 1825 2555000 - 0

0 0

0

7.04

Lm 3,200 7080 22656000 - 0 0 0 0

7.05cum 6,580 728 4790240 - 0 0 0 0

7.06

cum 9,575 987 9450525 86.40 85277 86.4 85277 0.00 0

Construction of open cross drains in median on superelevated section with PCC grade M20 including leveling course in cement concrete M15 as per drawings and Technical Specifications Section 1500, 1600 and 1700.

Cement concrete open drain in M20 grade including execavation, dressing the sides and bottom, proving levelling course with cement concrete M15 grade etc. complete as per drawings and Technical Specifications Section 1500 and 1700.

Construction of cement concrete open drain with cover in M20 grade including execavation, dressing the sides and bottom, levelling course with cement concrete M15 grade etc. complete as per drawings and Technical Specifications Clause 309 and Section 1500

Providing and laying filter media 200 mm thick beneath the stone pitching complete

Providing and laying stone pitching of 300mm thick on Embankment slopes as per drawings and Technical Specifications Clauses 1400 and 2500.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

7.07

Lm 1,500 822 1233000 - 0 0 0 0

7.08

Nos. 175 2614 457450 - 0 0 0 0

7.09

Nos. 28 21089 590492 - 0 0.00 0 0

TOTAL ( Bill No.7) 0 56856707 2300054 2300054 0

8 TRAFFIC SIGNS, MARKINS AND ROAD APPURTENANCES

8.01

0 0 - 0 0 0 0

a) Octogonal stop sign 900mm size. Nos. 50 8453 422650 - 0 0 0 0

b) Triangular sign 900 side. Nos. 75 4881 366075 - 0 0 0 0

c) Triangular sign 600 side. Nos. 50 4577 228850 - 0 0 0 0

d) Circular sign 900 dia. Nos. 50 8453 422650 - 0 0 0 0

d) Circular sign 600 dia. Nos. 50 4951 247550 - 0 0 0 0

Nos. 24 5885 141240 - 0 0 0 0

Construction of drainage chute on high embankment slopes in superelevated section in cement concrete M-20 with base concrete in M-15 grade as per drawings and Technical Specification Section 1500 and 1700.

Construction of Energy Dissipation Basin at toe of Chutes in M15 cement concrete as per drawing and Technical Specification Sections 1500 and 1700.

Vertical Drain for water harvesting as per drawing and Technical Specification and conforming to IRC SP - 50 - 1999

Providing, fixing and erection of traffic sign boards made out of 2mm thick aluminum sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols/legend/arrows shall be ma

e) Facility information signs 800mm x 600mm






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

Nos. 10 6400 64000 - 0 0 0 0

8.02

0 0 - 0 0 0 0

a) 1200mm x 1800mm Nos. 50 26708 1335400 - 0 0 0 0

b) 1500mm x 2400mm Nos. 40 37914 1516560 - 0 0 0 0

c) 1800mm x 3600mm Nos. 20 70225 1404500 - 0 0 0 0

8.03

0 0 - 0 0 0 0

a) 200 metre stone Nos. 430 357 153510 - 0 0 0 0

b) Km stone Nos. 86 1827 157122 - 0 0 0 0

c) 5th Km stone Nos. 22 3151 69322 - 0 0 0 0

8.04

0 0 - 0 0 0 0

f) Facility information signs 600mm x 450mm

Providing, fixing and erection of direction & place identification sign boards made out of 2mm thick aluminum sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols/

Providing & fixing in position reinforced cement concrete (grade M20) 200 metre, Km and 5th Km stone complete as per drawings and Technical Specification clause 804.

Supply and fixing tubular gantry mounted Overhead / Cantileaver sign as per drawings and technical specifications clause 801 & 802.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

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(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

MT 15 69045 1035675 - 0 0 0 0

sqm 30 8134 244020 - 0 0 0 0

8.05

0 0 - 0 0 0 0

sqm 8,000 660 5280000 - 0 0 0 0

Nos. 500 870 435000 - 0 0 0 0

8.06

0 0 - 0 0 0 0

a) Erection over head gantry / cantileaver structures as per drawing including steel works in trussess, steel tubes cutting, bolting, welding, fixing and installation in cement concrete foundations with holding down bolts, complete in all respects as per

b) The sign boards made out of 2 mm thick aliminum sheet, face to be fully covered by high intensity grade white retro reflecting sheet of encapsulated lens type. The background/ border / symbole / lengend / arrows shall be made by transparent overlay fil

Providing and laying pavement marking with hot applied thermoplastic paints ITYPE-2) conforming to ASTM D-36/BS 3262 (Part- ) complete as per drawings Ⅰand Technical Specification clause 803.

a) Lane/centreline/edge marking/transverse and any other marking.

b) Directional arrows, lettering etc. as per Drawing No. 61 of MORT&H Type Design & Intersection of National Highways.

Providing and fixing Road delineators complete as per drawings and Technical Specification Section 800.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

Nos. 50 1008 50400 - 0 0 0 0

Nos. 100 2281 228100 - 0 0 0 0

Nos. 680 1321 898280 - 0 0 0 0

8.07

Nos. 8 4834 38672 - 0 0 0 0

a) Triangular Object Marker 300mm side with four red reflector, made out of 2mm thick aluminum sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background /border/ symbols shall be made

b) Rectangular hazard marker 600mm x 300mm made out of 2mm thick aluminum sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/ border/ symbols shall be made by screen printing o

c) Roadway Indicators shall be 1000mm high made with 80mm dia. NB medium weight MS pipe. One reflector of high intensity grade retro reflective sheeting with encapsulated lens shall be provided alternatively of 40mm width, so that total width of reflector

Supplying & fixing Route Marker sign boards size 600mmX450mm with definition plate 250mmX300 mm made out of 2mm thick aluminim sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The backgroun






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

8.08

Nos. 538 508 273304 - 0 0 0 0

8.09

Nos. 2,200 467 1027400 - 0 0 0 0

8.10

Lm 90,000 315 28350000 73,050.78 23010996 73050.78 23010996 0

8.11

Lm 12,000 370 4440000 5,270.00 1949900 5270.00 1949900 0

8.12

sqm 90,000 94 8460000 - 0 0 0 0

8.13

Lm 12,000 2158 25896000 - 0 0 0 0

TOTAL ( Bill No.8) 0 83186280 24960894 24960894 0

9 MISCELLANEOUS

Providing and erecting R. C. boundary stone/ pillars including two coats of painting with ready mix oil bound paint complete as per drawings and Technical Specifications Clause 806.

Providing & fixing unidirectional reflective pavement marker(road studs) at every 40 to 50m on pavement edge marking as per drawings and Technical Specifications Clause 800.

Providing and laying M20 grade cement concrete kerb for median/island complete as per drawings and Technical Specifications Clause 408.

Providing and laying M20 grade cement concrete kerb with channel for median/island in super-elevated portions complete as per drawings and Technical Specifications Clause 408.

Providing & Painting of kerbs with two coats of road marking paint(grade I as per IS-164) in black & white paint alternate bands complete as per drawings and Technical Specifications Clause 803.

Providing and installing single side Metal Beam Crash Barrier system including terminal unit for anchoring end using cold rolled formed sections comprising of "W" profile beams, posts with base plate welded spacer channels post delineators and requisite n






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

9.01

Sets 3 1232947 3698841 - 0 0 0 0

9.02

108 8807 951156 - 0 0 0 0

9.03

- 0 0 0 0

36 76179 2742444 54.00 4113666 54 4113666 0

9.04

Nos. 700 106 74200 - 0 0 0 0

Nos. 550 35 19250 - 0 0 0 0

9.05

Set 10 44034 440340 1.00 44034 1 44034 0.00 0

TOTAL ( Bill No.9) 0 7926231 4157700 4157700 0

10 MAINTENANCE OF ROAD / CONSTRUCTION OF DIVERSION ROAD

Providing and installation of wireless system complete as per drawings and Technical Specification clause 123.

Maintaining of wireless system complete as per drawings and Technical Specification clause 123.

set mont

h

Providing and maintaining vehicles for the Employer's Representative and his support staff including driver, POL, etc., complete as per drawings and Technical Specification clause 124.

a) Hard top passenger car Non A.C. (One Number)

Veh.Mont

h

a) Supply of Colour Record Photographs : Negative and two Colour Prints thereof mounted in album complete as per drawings and Technical Specification clause 125.

b) Same as above - but additional prints of colour record photographs.

Supplying colour video cassette & CD ROM records during construction consisting of each set of edited master cassetters & C.D. with 4 copies each of cassettes & CD ROMs complete as per drawings and Technical Specification clause 126.






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

10.01

cum 3,145 195 613275 - 0 - 0 0

10.02 sqm 52,420 30 1572600 54,919.27 1647578.00 54,919.27 1647578 0

10.03

sqm 30,000 553 16590000 47,157.63 26078171.00 47,157.63 26078171 0

10.04

sqm 126,000 94 11844000 160,868.95 15121680.00 160,868.95 15121680 0.00 0

TOTAL ( Bill No.10) 0 30619875 42847429 42847429 0

11 TOLL PLAZA

11.01

cum 2,490 1838 4576620 - 0 0 0 0

11.02

cum 5,480 4173 22868040 - 0 0 0 0

Restoration of Rain cuts in the embankment and shoulders, complete as per Drawings and Technical Specification Clause 3002.

Maintenance of Earthen shoulder complete as per Drawings and Technical Specification Clause 3003Carrying out repairs to pot holes and perform any necessary patching to existing bituminous C/W conforming as per Drawings and Technical Specification Clause 3004.

Providing Renewal Coat with Mix Seal SURFACING ( Type A) including tack coat to the areas of the existing carriageway as per Drawings and Technical Specification Clause 512

Providing & Construction of Dry Lean Cement Concrete Base in cement concrete of grade M-15 for pavement as per Drawings and Technical Specification Clause 601 and Section 1500 & 1700

Construction M40 grade cement concrete pavement in Toll Plaza including and providing polythene film as separation membrane. Providing of contraction joint, expansion joint, longitudinal joint, construction joint, joint sealing comlound etc., complete as






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

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(8=4-6) Qty

(9=2*8) Amount

11.03

cum 30 5495 164850 - 0 0 0 0

TOTAL ( Bill No.11) 0 27609510 0 0

12 SHIFTING OF ELECTRICAL UTILITIES 0 0

12.010 0 0

A 0 0 0

(i) For 33 KV. Line 0 0 0a) Single Pole Nos. 98 41148 4032504 115.00 4732020 115 4732020 0.00 0

b) Double Pole (22 D.Ps) 5′ center Nos. 44 41148 1810512 64.00 2633472 64 2633472 0.00 0

(ii) For 11 KV. Line - 0 0 0 0.00 0a) Single Pole Nos. 43 41148 1769364 74.00 3044952 74 3044952 0.00 0

b) Double Pole (21 D.P) 4′ center Nos. 42 41148 1728216 53.00 2180844 53 2180844 0.00 0

(14 D.P) 8′ center Nos. 28 41148 1152144 34.00 1399032 34 1399032 0.00 0(iii) For LT Line (Single Line) Nos. 195 41148 8023860 188.00 7735824 188 7735824 0.00 0B

- 0 0 0 0.00 0

( )ⅰ For 33 KV. Line - 0 0 0 0.00 0a) Single Pole Nos. 98 3810 373380 115.00 438150 115 438150 0.00 0

b) Double Pole (22 D.Ps) 5′ center Nos. 44 3810 167640 64.00 243840 64 243840 0.00 0

( )ⅱ For 11 KV. Line - 0 0 0 0.00 0a) Single Pole Nos. 43 3810 163830 74.00 281940 74 281940 0.00 0

Construction of M40 grade reinforced cement concrete transition slab at joint of rigid & flexible pavement including reinforcement and providing polythene film as separation membrane, contraction joint, expansion joint, longitudinal joint, construction jo

Supply and Election of 52 Kg/m × 13m. Long rail pole iccluding excavation

Materaia cost (inclusive of all texes) alongwith all accessories and items specified above.

Charges towards Transportation, Storage, Erection, Testing & Commissioning (Inclusive of Insurance & all applicable).






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

b) Double Pole (21 D.P) 4′ center Nos. 42 3810 160020 51.00 194310 51 194310 0.00 0

(14 D.P) 8′ center Nos. 28 2286 64008 34.00 77724 34 77724 0.00 0( )ⅲ For LT Line (Single Line) Nos. 195 2286 445770 189.00 432054 189 432054 0.00 0

12.02 - 0 0 0 0.00 0A

- 0 0 0 0.00 0

a) 11 KV. Line - 0 0 0 0.00 0 ) Single poleⅰ Nos. 55 9906 544830 61.00 604266 61 604266 0.00 0 )DP 4ft center 1DP ⅱ Nos. 2 9906 19812 4.00 39624 4 39624 0.00 0b) LT line 3 phase 4 wire / single phase 3 Nos. 60 4661 279660 62.00 288982 62 288982 0.00 0

B

- 0 0 0 0.00 0

a) 11 KV. Line - 0 0 0 0.00 0 ) Single poleⅰ Nos. 55 3048 167640 61.00 185928 61 185928 0.00 0 )DP 4ft center 1DP ⅱ Nos. 2 3048 6096 4.00 12192 4 12192 0.00 0

Nos. 60 2663 159780 62.00 165106 62 165106 0.00 0

12.03

- 0 0 0 0.00 0

A - 0 0 0 0.00 0

(a) For 5ft center DP Set 22 1598 35156 38.00 60724 38 60724 0.00 0

(b) For 4ft center DP Set 22 2930 64460 27.00 79110 27 79110 0.00 0B

- 0 0 0 0.00 0

(a) For 5ft center DP Set 22 333 7326 38.00 12654 38 12654 0.00 0

(b) For 4ft center DP Set 22 333 7326 27.00 8991 27 8991 0.00 0

Supply and Election of R.S Joists 175 × 90 × 6m/m-9.1 meyers long.Materaia cost (inclusive of all texes) alongwith all accessories and items specified above.


b) LT line 3 phase 4 wire / single phase 3 wire

Supply and Fixing of Horizontal cross bracing's for 33KV/11KV DP's fbriocated from 50 × 50 × 6m/m M.S. Angle with backclamp duly painted








(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

12.04

- 0 0 0 0.00 0

A - 0 0 0 0.00 0

Nos. 22 2286 50292 64.00 146304 64 146304 0.00 0Nos. 22 2286 50292 42.00 96012 42 96012 0.00 0Nos. 14 2286 32004 30.00 68580 30 68580 0.00 0

Nos. 14 2286 32004 23.00 52578 23 52578 0.00 0

Nos. 14 2286 32004 17.00 38862 17 38862 0.00 0

B

- 0 0 0 0.00 0

Nos. 22 266 5852 64.00 17024 64 17024 0.00 0

Nos. 22 266 5852 42.00 11172 42 11172 0.00 0

Nos. 14 266 3724 30.00 7980 30 7980 0.00 0

Nos. 14 266 3724 23.00 6118 23 6118 0.00 0

Nos. 14 266 3724 17.00 4522 17 4522 0.00 0

12.05 - 0 0 0 0.00 0

A Set 348 1598 556104 395.00 631210 395 631210 0.00 0

B

Set 348 152 52896 395.00 60040 395 60040 0.00 0

Supply and Fixing of double/single channel cross arms fabricated from 100 × 50 × 6m/m M.S.

Materaia cost (inclusive of all texes) alongwith all accessories and items specified above.a. DC cross arms 5 feet center for 33 KV DPsb. DC cross arms 4 feet center for 11 KV DPsc. DC cross arms 5 feet center for Trans. DPsd. Transformer Mounting Channel 8 feet centree. 11 Kv DO Mounting Channel 8 feet centre

Charges towards Transportation, Storage, Erection, Testing & Commissioning (Inclusive of Insurance & all applicable).a. DC cross arms 5 feet center for 33 KV DPsb. DC cross arms 4 feet center for 11 KV DPsc. DC cross arms 5 feet center for Trans. DPsd. Transformer Mounting Channel 8 feet centree. 11 Kv DO Mounting Channel 8 feet centreSupply and fixing of LT four pin cross arms with back clamp fabricated from 50Materaia cost (inclusive of all texes) alongwith all accessories and items specified above.Charges towards Transportation, Storage, Erection, Testing & Commissioning (Inclusive of Insurance & all applicable).






(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

12.06

- 0 0 0 0.00 0

ASet 132 1598 210936 234.00 373932 234 373932 0.00 0

B

Set 132 305 40260 234.00 71370 234 71370 0.00 0

12.07 - 0 0 0 0.00 0

ASet 216 1065 230040 327.00 348255 327 348255 0.00 0

B

Set 216 305 65880 327.00 99735 327 99735 0.00 0

12.08

- 0 0 0 0.00 0

ASet 98 2131 208838 140.00 298340 140 298340 0.00 0

B

Set 98 305 29890 140.00 42700 140 42700 0.00 0

Supply and fixing of 33KV Strain sets using 33KV strain Hardware suitable for Raccon conductor with n3 os. 11KV disc T&C type complete in all respect (six set per DP) (As per specification & drawing)


Charges towards Transportation, Storage, Erection, Testing & Commissioning (Inclusive of Insurance & all applicable).Supply and fixing of 11KV Strain sets using 11KV strain Hardware suitable for Rabbit conductor with 1 nos. 11KV disc T&C type complete in all respect (six set per DP) (As per specification & drawing)Materaia cost (inclusive of all texes) alongwith all accessories and items specified above.


Supply and fixing of 33KV "V" cross arms with backclamp suitable for 52 kg/m Rail pole fabricated from 75×75×6m/m M.S. Angle as per drawing duly painted with two coat Red oxide paint one coat Aluminum paint & fixing on all 33 KV single pole location by u








(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

12.09

- 0 0 0 0.00 0

ANos. 100 762 76200 122.00 92964 122 92964 0.00 0

B

Nos. 100 152 15200 122.00 18544 122 18544 0.00 0

12.10

- 0 0 0 0.00 0

ANos. 164 305 50020 222.00 67710 222 67710 0.00 0

B

Nos. 164 152 24928 222.00 33744 222 33744 0.00 0

Supply and fixing of 11KV "V" cross arms with backclamp suitable for 52 kg/m Rail pole fabricated from 65×65×6m/m M.S. Angle as per drawing duly painted with two coat Red oxide paint one coat Aluminum paint & fixing on all 11 KV single pole location by u



Supply and fixing of 33KV top clamp fabricated from 75×75×6m/m M.S. Angle duly painted with two coat Red oxide paint one coat Aluminum paint & fixing on all 33 KV single poles & on all DP's for jumpering of the conductor by using appropriate size of Hexa








(1) Qty

(2) Rate

(3) Amount

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(4) Qty

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(6) Qty

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(8=4-6) Qty

(9=2*8) Amount

12.11

- 0 0 0 0.00 0

ANos. 166 229 38014 354.00 81066 354 81066 0.00 0

B

Nos. 166 115 19090 354.00 40710 354 40710 0.00 0

12.12

- 0 0 0 0.00 0

ANos. 350 762 266700 391.00 297942 391 297942 0.00 0

B

Nos. 350 152 53200 391.00 59432 391 59432 0.00 0

12.13

- 0 0 0 0.00 0

ANos. 346 152 52592 496.00 75392 496 75392 0.00 0

Supply and fixing of 11KV top clamp fabricated from 65×65×6m/m M.S. Angle duly painted with two coat Red oxide paint one coat Aluminum paint & fixing on all 11 KV single poles & on all DP's for jumpering of the conductor by using appropriate size of Hexa



Supply and fixing of 33KV PIN insulator with one 33 KV GS pin for binding of conductoe 33KV 'V' cross armsand Top Clamps mounted on all single pole/DP's as per requirements. (As per specification & drawing)



Supply and fixing of 11KV PIN insulator with one 33 KV GS pin for binding of conductoe 11KV 'V' cross armsand Top Clamps mounted on all single pole/DP's as per requirements. (As per specification & drawing)







(1) Qty

(2) Rate

(3) Amount

MB Ref.

(4) Qty

(5=2*4) Amount

(6) Qty

(7=6*2) Amount

(8=4-6) Qty

(9=2*8) Amount

B

Nos. 346 39 13494 496.00 19344 496 19344 0.00 0

12.14

- 0 0 0 0.00 0

ANos. 144 3048 438912 187.00 569976 187 569976 0.00 0

B

Nos. 144 762 109728 187.00 142494 187 142494 0.00 0

12.15

- 0 0 0 0.00 0

ANos. 288 2437 701856 525.00 1279425 525 1279425 0.00 0

B

Nos. 288 609 175392 525.00 319725 525 319725 0.00 0

12.16

- 0 0 0 0.00 0


Supply and erection of 20m/m (33 KV) Stay sets complete with anchor rod, anchor plate, I bolt, Bow and thimble duly painted with two coat red oxide paint and one coat Aluminum paint & erection including excavation in any type of soil/rock. Grouting , conc



Supply and erection of 16m/m Stay sets for 11KV/LT lines complete with anchor rod, anchor plate, I bolt, Bow and thimble duly painted with two coat red oxide paint and one coat Aluminum paint & erection including excavation in any type of soil/rock. Grout



Supply and fixing of following materials on all LT line poles/LT fittings (As per specification & drawing)






(1) Qty

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(3) Amount

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(8=4-6) Qty

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A - 0 0 0 0.00 0

Nos. 1060 31 32860 1,149.00 35619 1149 35619 0.00 0

Nos. 360 15 5400 380.00 5700 380 5700 0.00 0

Nos. 450 152 68400 1,054.00 160208 1054 160208 0.00 0

B

- 0 0 0 0.00 0

Nos. 1060 200 212000 1,149.00 229800 1149 229800 0.00 0

Nos. 360 133 47880 380.00 50540 380 50540 0.00 0

Nos. 450 200 90000 1,054.00 210800 1054 210800 0.00 0

12.17 - 0 0 0 0.00 0

A - 0 0 0 0.00 0


(a) LT glazed porcelain shackle insulator 90×75mm with one suitable one suitable Nut bolt (3 insulators per fitting)

(b) LT aluminum bobbins with 1 suitable Nut bolt for neutral wire (one for each fitting)

(c) LT Shackle hardware complete with Nut bolts suitable for 90×75mm Shackle insulators on all end location & cut points as per requirement (four sets per fittings)


(a) LT glazed porcelain shackle insulator 90×75mm with one suitable one suitable Nut bolt (3 insulators per fitting)

(b) LT aluminum bobbins with 1 suitable Nut bolt for neutral wire (one for each fitting)

(c) LT Shackle hardware complete with Nut bolts suitable for 90×75mm Shackle insulators on all end location & cut points as per requirement (four sets per fittings)Supply of standard ACSR conductor of approved make as per quantities mentioned below, paying out/ stringing on all 33KV/11KV/LT newly erected lines including binding and jumpering in al respect alongwith interconnection of newly erected lines with existinMateraia cost (inclusive of all texes) alongwith all accessories and items specified above.






(1) Qty

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(9=2*8) Amount

Kms 55 76199 4190945 39.85 3036530 39.85 3036530 0.00 0

Kms 108 53340 5760720 58.46 3118256 58.46 3118256 0.00 0

Kms 35 38100 1333500 35.09 1336929 35.09 1336929 0.00 0

Kms 7 30480 213360 - 0 0 0 0.00 0

B

- 0 0.00 0 0.00 0

Kms 55 10667 586685 39.85 425080 39.85 425080 0.00 0

Kms 108 7619 822852 58.46 445407 58.46 445407 0.00 0

Kms 35 6096 213360 35.09 213909 35.09 213909 0.00 0

Kms 7 4571 31997 - 0 0 0 0.00 0

12.18

- 0 0 0 0.00 0

A - 0 0 0 0.00 0

Nos. 24 1199 28776 43.00 51557 43 51557 0.00 0Nos. 26 932 24232 67.00 62444 67 62444 0.00 0Nos. 100 732 73200 127.00 92964 127 92964 0.00 0

(a) ACSR (075) Raccon conductor for 33 KV lines

(b) ACSR (05) Rabbit conductor for 11 KV & LT lines (including for road crossing apans)

(c) ACSR (03) Weasel conductor for Spur LT lines & neutral Wire(d) ACSR (02) Squirrel conductoe for KT line


(a) ACSR (075) Raccon conductor for 33 KV lines

(b) ACSR (05) Rabbit conductor for 11 KV & LT lines (including for road crossing apans)

(c) ACSR (03) Weasel conductor for Spur LT lines & neutral Wire(d) ACSR (02) Squirrel conductoe for KT line

Supply and fixing of Guarding Channels Fabracated from MS channel 100×50×6m/m of different length as per requirement duly painted with coat of red oxide paint and one coat of aluminum paint and fixing them on supports (DP/single pole as the location may b

Materaia cost (inclusive of all texes) alongwith all accessories and items specified above.(a) 33 kV Guarding channels (4.00 mts long)(a) 11 kV Guarding channels (3.00 mts long)(a) LT Guarding channels (2.00 mts long)






(1) Qty

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B

- 0 0 0 0.00 0

Nos. 24 133 3192 47.00 6251 47 6251 0.00 0Nos. 26 127 3302 67.00 8509 67 8509 0.00 0Nos. 100 107 10700 127.00 13589 127 13589 0.00 0

12.19

- 0 0 0 0.00 0

A - 0 0 0 0.00 0

(a) G.I Wire 6 SWG (5.00mm) Kg 500 76 38000 690.00 52440 690 52440 0.00 0(b) G.I Wire 8 SWG (4.00mm) Kg 1,200 84 100800 2,997.00 251748 2997 251748 0.00 0(c) LT 'I' Bolts 16mm Nos. 308 8 2464 406.00 3248 406 3248 0.00 0(d) LT 'I' Bolts 12mm Nos. 72 15 1080 102.00 1530 102 1530 0.00 0

Nos. 140 915 128100 300.00 274500 300 274500 0.00 0

Nos. 700 23 16100 252.00 5796 252 5796 0.00 0

B

- 0 0 0 0.00 0

(a) G.I Wire 6 SWG (5.00mm) Kg 500 3 1500 690.00 2070 690 2070 0.00 0(b) G.I Wire 8 SWG (4.00mm) Kg 1,200 3 3600 2,997.00 8991 2997 8991 0.00 0(c) LT 'I' Bolts 16mm Nos. 308 1 308 406.00 406 406 406 0.00 0(d) LT 'I' Bolts 12mm Nos. 72 1 72 102.00 102 102 102 0.00 0

Nos. 140 305 42700 300.00 91500 300 91500 0.00 0

Nos. 700 8 5600 252.00 2016 252 2016 0.00 0

Charges towards Transportation, Storage, Erection, Testing & Commissioning (Inclusive of Insurance & all applicable).(a) 33 kV Guarding channels (4.00 mts long)(a) 11 kV Guarding channels (3.00 mts long)(a) LT Guarding channels (2.00 mts long)

Supply and fixing of materials for Guarding & Earthing of all 33 KV/LT lines road crossing spans (as specfied in item no. 12.20 and 12.21 below) as per specification & drawing


(e) Earthing pipe fabricated from 40mm ISI-B Grade GI pipe 2mts. Long

(f) Porcelain split Insulator for LT Diamond guarding


(e) Earthing pipe fabricated from 40mm ISI-B Grade GI pipe 2mts. Long

(f) Porcelain split Insulator for LT Diamond guarding






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(8=4-6) Qty

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12.20

- 0 0 0 0.00 0

A

Span 12 762 9144 19.00 14478 19 14478 0.00 0

12.21

- 0 0 0 0.00 0

A

Span 76 762 57912 87.00 66294 87 66294 0.00 0

12.22 - 0 0 0 0.00 0

A - 0 0 0 0.00 0

Nos. 42 15240 640080 21.00 320040 21 320040 0.00 0

Nos. 42 610 25620 25.00 15250 25 15250 0.00 0

Nos. 14 6096 85344 15.00 91440 15 91440 0.00 0

Guarding (Carpet type) on all road/line crossing spans of 33 KV line (as per drg D-13) using 6 SWG

Charges towards Transportation, Storage, Erection, Testing & Commissioning (Inclusive of Insurance & all applicable) alongwith all accessories and items specified above.

Guarding (Carpet type) on all road/line crossing spans of 11 KV line (as per drg D-14) using 8 SWG

Charges towards Transportation, Storage, Erection, Testing & Commissioning (Inclusive of Insurance & all applicable) alongwith all accessories and items specified above.

Supply and fixing of Transformer protection devices on all 14 nos.


(a) 11 KV DO sets expulsion type fabricated on post insulators mounted on MS Galvanized channel with brass connecteors having 200 ampere current carrying capacity with DO Barrel complete

(b) 11 KV out door metal oxide type gapless Lightening Arresters

(c) LT Distribution Box (MCCB type with two outgoing circuits). 100 KVA






(1) Qty

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Mtrs. 140 1067 149380 150.00 160050 150 160050 0.00 0

Nos. 42 1067 44814 44.00 46948 44 46948 0.00 0

Nos. 14 4571 63994 27.00 123417 27 123417 0.00 0

Nos. 14 1523 21322 22.00 33506 22 33506 0.00 0

Nos. 2 190499 380998 - 0 0 0 0.00 0

Nos. 2 152399 304798 1.00 152399 1 152399 0.00 0

Mtrs. 420 762 320040 510.00 388620 510 388620 0.00 0

B

- 0 0 0 0.00 0

Nos. 42 5334 224028 21.00 112014 21 112014 0.00 0

Nos. 42 229 9618 25.00 5725 25 5725 0.00 0

Nos. 14 2286 32004 15.00 34290 15 34290 0.00 0

Mtrs. 140 381 53340 150.00 57150 150 57150 0.00 0

Nos. 42 381 16002 44.00 16764 44 16764 0.00 0

Nos. 14 9144 128016 27.00 246888 27 246888 0.00 0

(d) PVC 3 1/2 core armoured cable 150 sqm/m (10 meters each)

(e) G.I earthing pipe fabricated from B-class ISI G.I pipe (40mm × 2mts. Long) with welded clamp

(f) Transformers mounting base channel set(g) Transfomers belting set (turn buckle 15mm) with pole clamps(h) (Spare) Transformers 11/.4 KV (a) 110 KVA (b) 63 KVA

(I) PVC 3 1/2 core armoured cable 70 sqmm (30 meters each)


(a) 11 KV DO sets expulsion type fabricated on post insulators mounted on MS Galvanized channel with brass connecteors having 200 ampere current carrying capacity with DO Barrel complete

(b) 11 KV out door metal oxide type gapless Lightening Arresters

(c) LT Distribution Box (MCCB type with two outgoing circuits). 100 KVA

(d) PVC 3 1/2 core armoured cable 150 sqm/m (10 meters each)

(e) G.I earthing pipe fabricated from B-class ISI G.I pipe (40mm × 2mts. Long) with welded clamp(f) Transformers mounting base channel set






(1) Qty

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Nos. 14 534 7476 22.00 11748 22 11748 0.00 0

Nos. 2 38100 76200 - 0 0 0 0.00 0Nos. 2 30481 60962 1.00 30481 1 30481 0.00 0

Mtrs. 420 76 31920 510.00 38760 510 38760 0.00 0

12.23

- 0 0 0 0.00 0

ASet 6 1067 6402 - 0 0 0 0.00 0

B

Set 6 381 2286 - 0 0 0 0.00 0

12.24

- 0 0 0 0.00 0

A - 0 0 0 0.00 0

(a) 33 KV AB switch Set 4 15240 60960 - 0 0 0 0.00 0(b) 11 KV AB switch Set 4 12192 48768 2.00 24384 2 24384 0.00 0

B

- 0 0 0 0.00 0

(a) 33 KV AB switch Set 4 4571 18284 - 0 0 0 0.00 0

(g) Transfomers belting set (turn buckle 15mm) with pole clamps(h) (Spare) Transformers 11/.4 KV (a) 110 KVA (b) 63 KVA

(I) PVC 3 1/2 core armoured cable 70 sqmm (30 meters each)

Supply and fixing of 11 KV bridiling 'V' cross arm & bridiling Top clamp for 11 KV single pole road crossing supports fabricated from 65×65×6 mm angle with backclamp complete duly painted with two coat of redoxide paint and one coat of Aluminum paint incl



Supply & Fixing of Airbrake switches (AB switches) complete with back clamps including jumpering & earthing of AB switch handle complete. As per specification and drawing.








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(b) 11 KV AB switch Set 4 3048 12192 2.00 6096 2 6096 0.00 0

12.25

- 0 0 0 0.00 0

A - 0 0 0 0.00 0

Mtrs. 200 7619 1523800 190.00 1447610 190 1447610 0.00 0

Mtrs. 200 6858 1371600 220.00 1508760 220 1508760 0.00 0

Mtrs. 300 10667 3200100 - 0 0 0 0.00 0

Set 4 21860 87440 4.00 87440 4 87440 0.00 0

- 0 0 0 0.00 0

Mtrs. 180 762 137160 180.00 137160 180 137160 0.00 0Mtrs. 270 457 123390 200.00 91400 200 91400 0.00 0

B

- 0 0 0 0.00 0

Supply and erection of Aluminum XLPE/armoured cable and its erection accessories as under, including excavation of cable trench size 30 cm wide × 90 cm deep in any type of soil/rock. In complete width or road span (60 mts) up to both end of overhead cable


(a) 11 KV PVC Aluminum XLPE/armoured cable 3 core 185 sqmm (approx. 100 mts/crossing span)

(b) LT PVC Aluminum armoured cable 3.5 core 120 sqmm (approx. 100mts/crossing span)

(c) M. Seal push type cable termination (jointing) kit complete with its components suitable for 3 core XXLOE armoured cable as under

( ) for 11 KV XLPE/armoured cable ⅰ185 sqmm (2set/crossing)

(d) ISI marked A class G.I pipe complete with bend/socket etc. complete for laying underground cable as under ( ) G.I pipe 100 mm Dia for 11 KV ⅰcables (approx. 90 mts/crossing) ( ) G.I pipe 75/50 mm Dia for LT ⅱcables (approx. 90 mts/crossing)Charges towards Transportation, Storage, Erection, Testing & Commissioning (Inclusive of Insurance & all applicable).






(1) Qty

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(8=4-6) Qty

(9=2*8) Amount

Mtrs. 200 2286 457200 190.00 434340 190 434340 0.00 0

Mtrs. 200 1981 396200 200.00 396200 200 396200 0.00 0

Mtrs. 300 3048 914400 - 0 0 0 0.00 0

Set 4 6096 24384 4.00 24384 4 24384 0.00 0

- 0 0 0 0.00 0

Mtrs. 180 229 41220 180.00 41220 180 41220 0.00 0

Mtrs. 270 152 41040 200.00 30400 200 30400 0.00 0

12.26

- 0 0 0 0.00 0

ASet 9 4571 41139 7.00 31997 7 31997 0.00 0

(a) 11 KV PVC Aluminum XLPE/armoured cable 3 core 185 sqmm (approx. 100 mts/crossing span)

(b) LT PVC Aluminum armoured cable 3.5 core 120 sqmm (approx. 100mts/crossing span)

(c) M. Seal push type cable termination (jointing) kit complete with its components suitable for 3 core XXLOE armoured cable as under

( ) for 11 KV XLPE/armoured cable ⅰ185 sqmm (2set/crossing)

(d) ISI marked A class G.I pipe complete with bend/socket etc. complete for laying underground cable as under

( ) G.I pipe 100 mm Dia for 11 KV ⅰcables (approx. 90 mts/crossing)

( ) G.I pipe 75/50 mm Dia for LT ⅱcables (approx. 90 mts/crossing)

Supply & Fixing of 11KV singabricated from 110×50×6mm MS channel (Set of 2 channels) duly painted with two coar of redoxide paint and 1 coat of Aluminum paint & fixing in all 11 KV single pole cut point location as per requirement by using appropriate siz







(1) Qty

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B

Set 9 1523 13707 7.00 10661 7 10661 0.00 0

12.27

- 0 0 0 0.00 0

A Charges payable to the contractor - 0 0 0 0.00 0

1) 33KV Top Clap 68 152 10336 68.00 10336 68 10336 0.00 0

2) 33KV 'V' Cross Arm with back clamp Nos. 57 152 8664 57.00 8664 57 8664 0.00 0

3) 33KV G.I. Pin & Insulator Nos. 134 152 20368 134.00 20368 134 20368 0.00 0

4) Rail pole 45kg/mx9 meter long Nos. 12 2286 27432 12.00 27432 12 27432 0.00 0

Nos. 52 6096 316992 52.00 316992 52 316992 0.00 0

6) D.C. Cross Arm 5' Centre Km 13 305 3965 13.00 3965 13 3965 0.00 0

7) Hardware (33 K.V.) with Disc Set 33 305 10065 33.00 10065 33 10065 0.00 0

8) Hardware (11 K.V.) with Disc Nos. 96 152 14592 96.00 14592 96 14592 0.00 0

9) 11 KV 'V' Cross Arm Nos. 82 152 12464 82.00 12464 82 12464 0.00 0

10) 11KV Top Clamp No. 82 76 6232 82.00 6232 82 6232 0.00 0

11) 11KV G.I. Pin & Insulator Nos. 116 76 8816 116.00 8816 116 8816 0.00 0

12) ACSR Conductor 30 Sq.mm (Rabitt) Nos. 45 7619 342855 45.00 342855 45 342855 0.00 0

13) D.C. Cross Arm 8 Centre Km 15 305 4575 15.00 4575 15 4575 0.00 0

14) D.C. Cross Arm 4' Centre Set 5 305 1525 5.00 1525 5 1525 0.00 0

Nos. 64 4571 292544 64.00 292544 64 292544 0.00 0

16) 11 K.V. D.O. Mounting channel Km 7 762 5334 7.00 5334 7 5334 0.00 0

17) Transformer Mounting Channel Set 6 457 2742 6.00 2742 6 2742 0.00 0

18) Rail pole 52kg/m x 13 meter long Nos. 5 3048 15240 5.00 15240 5 15240 0.00 0

19) LT four Pin fittings Nos. 161 152 24472 161.00 24472 161 24472 0.00 0

20) LT shackle Insulator Nos. 127 76 9652 127.00 9652 127 9652 0.00 0

21) Rail pole 52kg/m x 9 meter long Nos. 47 2286 107442 47.00 107442 47 107442 0.00 0

22) RS Joint 175X85mmX9.3m long Nos. 13 2286 29718 13.00 29718 13 29718 0.00 0

23) PCC poles 280kg/mX9m long Nos. 51 2286 116586 51.00 116586 51 116586 0.00 0


Charges towards dismantling of existing 33 KV/11 KV/LT line with care including digging out of poles & refilling of fit sorting out of useful material, stocking in stack & layers as directed by the Engineer including transportation within all lead & lift

5) ACSR Conductor 20 Sq.mm (Weasel)

15) ACSR Conductor 13 Sq. mm (Squirrel)






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24) PCC poles 140kg/mX8m long Nos. 225 1523 342675 225.00 342675 225 342675 0.00 0

25) Transformer 63/100 KVA Nos. 2 3810 7620 2.00 7620 2 7620 0.00 0B Material Cost recoverable from the 0 - 0 0 0 0.00 0

1) 33KV Top Clap Nos. 8 -31 -248 8.00 -248 8 -248 0.00 0






(1) Qty

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2) 33KV 'V' Cross Arm with back clamp Nos. 6 -76 -456 6.00 -456 6 -456 0.00 0

3) 33KV G.I. Pin & Insulator Nos. 15 -45 -675 15.00 -675 15 -675 0.00 0

4) Rail pole 45kg/mx9 meter long Nos. 1 -12192 -12192 1.00 -12192 1 -12192 0.00 0

Nos. 6 -1523 -9138 6.00 -9138 6 -9138 0.00 06) D.C. Cross Arm 5' Centre Km 1 -305 -305 1.00 -305 1 -305 0.00 07) Hardware (33 K.V.) with Disc Set 4 -610 -2440 4.00 -2440 4 -2440 0.00 08) Hardware (11 K.V.) with Disc Nos. 11 -305 -3355 11.00 -3355 11 -3355 0.00 09) 11 KV 'V' Cross Arm Nos. 9 -152 -1368 9.00 -1368 9 -1368 0.00 010) 11KV Top Clamp No. 9 -45 -405 9.00 -405 9 -405 0.00 011) 11KV G.I. Pin & Insulator Nos. 13 -76 -988 13.00 -988 13 -988 0.00 012) ACSR Conductor 30 Sq.mm (Rabitt) Nos. 5 -1828 -9140 5.00 -9140 5 -9140 0.00 013) D.C. Cross Arm 8 Centre Km 2 -305 -610 2.00 -610 2 -610 0.00 0

14) D.C. Cross Arm 4' Centre Set 1 -305 -305 1.00 -305 1 -305 0.00 0

Nos. 7 -1523 -10661 7.00 -10661 7 -10661 0.00 0

16) 11 K.V. D.O. Mounting channel Km 1 -152 -152 1.00 -152 1 -152 0.00 0

17) Transformer Mounting Channel Set 1 -305 -305 1.00 -305 1 -305 0.00 0

18) Rail pole 52kg/m x 13 meter long Nos. 1 -15240 -15240 1.00 -15240 1 -15240 0.00 0

19) LT four Pin fittings Nos. 18 -76 -1368 18.00 -1368 18 -1368 0.00 0

20) LT shackle Insulator Nos. 14 -31 -434 14.00 -434 14 -434 0.00 0

21) Rail pole 52kg/m x 9 meter long Nos. 5 -12192 -60960 5.00 -60960 5 -60960 0.00 0

22) RS Joint 175X85mmX9.3m long Nos. 1 -4571 -4571 1.00 -4571 1 -4571 0.00 0

23) PCC poles 280kg/mX9m long Nos. 6 -305 -1830 6.00 -1830 6 -1830 0.00 0

24) PCC poles 140kg/mX8m long Nos. 25 -305 -7625 25.00 -7625 25 -7625 0.00 0

5) ACSR Conductor 20 Sq.mm (Weasel)

15) ACSR Conductor 13 Sq. mm (Squirrel)






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25) Transformer 63/100 KVA Nos. 1 -30480 -30480 1.00 -30480 1 -30480 0.00 0

TOTAL ( Bill No.12)= 0.00 51759000 48329349 48329349 0

Sub-Total of BOQ= 0 3204033070 2382063770 2355732903 26330867

Applying Rebate @ 31.645% = 0 1013916265 753804080 745471677 8332403

Actual amount after Rebate= 0 2190116805 1628259690 1610261226 17998464

Extra Items Derived from BOQ with Price adjustment base year 2005-2006 with rebate

V-13Lm 2891.00 1,807.50 5225495 1807.500 5225495 0

V-26MT 0 9261.00 0 129.50 1199343 129.505 1199343 0

V-24MT 11724.00 470.22 5512906 470.224 5512906 0

V-27 MT 11723.98 37.84 443600 37.837 443600 0

Total 12381344 12381344 0

Extra Items Non BOQ Without Prices adjustment & without rebate

VO-03 Installation of Mobile Sets Nos. 20 10000.00 200000 200000 200000

VO-04 Maintanance of Mobile Sets Nos. 480 1000.00 480000 819654 805154 14500

Credit on Hard Rock Cum -48.75 33,794.79 -1647496 33794.79 -1647496 0.00 0

V-28RM 501 323.25 501.00 161948 501.00 161948 0

Total Of NON BOQ ITEM 0 -465894 -480394 14500

1000MM DIA PIPE Provisionally allowed @ 75 % 3855

Adjustment of Atual consumption of Emulsion

Excess Consumption of Bitumen for DBM & BC Provisionally allowed @ 75 % 15632

Excess Consumption of Tack Coat for DBM & BC

Maintanance of Narmada Railing (Allowed @ 75% of 215931)








84.53%

1312.76%

1868.94%

1003.24%

471.24%

218.84%

2405.05%

47.99%

0.00%

72.11%

% age Completion




% age Completion

1312.76%

1868.93%

1003.24%

471.24%

218.84%

47.99%

468.70%

277.13%




% age Completion

108.78%

18.24%

85.22%

23.91%

122.81%




% age Completion

18.04%

1388.71%

87.98%

73.88%

68.08%




% age Completion

68.44%

37.23%

84.85%

80.88%

14.66%

0

124.55%




% age Completion

142.13%

311.90%

85.81%

126.44%

62.66%

45.64%




% age Completion

15.49%

12.42%

179.45%

0.46%




% age Completion

7.69%

0.00%

59.93%




% age Completion

15.55%

110.93%

37.77%

1882.92%

91.15%




% age Completion

186.32%

197.73%

313.99%

201.04%

128.61%




% age Completion

124.14%

99.80%

101.84%

100.00%

100.00%

89.48%

76.47%

80.45%




% age Completion

62.13%

97.50%

166.67%




% age Completion

0.00%

100.30%

122.02%

31.68%

69.37%

55.70%

101.67%

162.33%




% age Completion

57.59%

60.46%

77.20%

52.89%

28.79%




% age Completion

8.51%

2.62%




% age Completion

46.62%

3.25%




% age Completion

0.24%




% age Completion

1654.60%

84.75%

293.50%

0




% age Completion

17.97%

0

0

0

0.90%




% age Completion

0

0

0

0

0

0

0

0

0




% age Completion

0

0

0

0

0

0

0




% age Completion

0

0

0

0




% age Completion

0

0

81.17%

43.92%

0

0




% age Completion

0.00%

0.00%

150.00%

0.00%

0.00%

10.00%




% age Completion

0.00%

104.77%

157.19%

127.67%




% age Completion

117.35%

145.45%

172.09%

126.19%

121.43%96.41%

117.35%

145.45%

172.09%




% age Completion

121.43%

121.43%96.92%

110.91%200.00%103.33%

110.91%200.00%

103.33%

172.73%

122.73%

172.73%

122.73%




% age Completion

290.91%190.91%214.29%

164.29%

121.43%

290.91%

190.91%

214.29%

164.29%

121.43%

113.51%

113.51%




% age Completion

177.27%

177.27%

151.39%

151.39%

142.86%

142.86%




% age Completion

122.00%

122.00%

135.37%

135.37%




% age Completion

213.25%

213.25%

111.71%

111.71%

143.35%




% age Completion

143.35%

129.86%

129.86%

182.29%

182.29%




% age Completion

108.40%

105.56%

234.22%

108.40%

105.56%

234.22%




% age Completion

72.45%

54.13%

100.26%

72.45%

54.13%

100.26%

179.17%257.69%127.00%




% age Completion

195.83%257.69%127.00%

138.00%249.75%131.82%141.67%

214.29%

36.00%

138.00%249.75%131.82%141.67%

214.29%

36.00%




% age Completion

158.33%

114.47%

50.00%

59.52%

107.14%




% age Completion

107.14%

104.76%

192.86%

157.14%

50.00%

121.43%

50.00%

59.52%

107.14%

107.14%

104.76%

192.86%




% age Completion

157.14%

50.00%

121.43%

50.00%




% age Completion

50.00%

95.00%

110.00%

100.00%

100.00%74.07%




% age Completion

95.00%

100.00%

100.00%

100.00%

74.07%

77.78%




% age Completion

77.78%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%




% age Completion

100.00%

100.00%

100.00%




% age Completion

100.00%

100.00%

100.00%

100.00%100.00%100.00%100.00%100.00%100.00%100.00%100.00%100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%

100.00%




% age Completion

100.00%

0.82%

74.89%

0.00%


Four Laning of Jhansi - Lakhnadon to Km 297.000 to Km 351.000 of NH-26 in the state of Madhya PradeshMaterial at Site Statement (Package ADB-II/C-8)


Material Unit

Procurement Consumed quantity Qty Consumed

Previous Qty

1 2 3 4 5 6 7=5+6 8 9 10=8+9 11= 7-10 11A 12 13 14 15=9+13+14 16= 12-15 17 = 11A-16 18

1 GSB Cum 522794 483845 0 483845 463627 0 463627 20218 0.00 0.000 0.00 1105.00 1105.000 -1105.00 0.000 235

2 40 MM Cum 452305 268793 0 268793 178779 0 178779 90014 0.00 0.000 0.00 0.00 0.000 0.00 0.000 372

3 20MM Cum 518825 258622 515 259137 211883 515 212398 46739 0.00 0.000 519.00 949.00 1983.000 -1983.00 0.000 372

4 10MM Cum 421180 191182 424 191606 146094 424 146518 45088 0.00 0.000 398.00 795.00 1617.000 -1617.000 0.000 372

5 SAND Cum 277760 61101 514 61615 61101 514 61615 0.000 0.000 0.000 407.00 930.00 1851.000 -1851.000 0.000 230

6 MT 11374 9079.955 226.930 9306.885 6601.605 259.715 6861.320 2445.565 1530.37 979.123 190.626 298.766 749.107 230.016 1300.351 26500

7 BITUMEN MT 16138 9982.225 114.160 10096.385 9765.434 41.097 9806.531 289.854 238.287 165.224 0.000 0.000 41.097 124.127 114.160 13548.95

8 CEMENT MT 51290 41736.364 649.000 42385.364 38998.905 553.963 39552.868 2832.496 635.348 791.297 556.818 932.168 2042.949 -1251.652 635.348 3000

10 Bearing Nos 248 264.000 0.000 264.000 0.000 0.000 0.000 264.000 264.000 216.000 0.00 0.000 0.000 216.000 48.000 39519

11 Sqm 20240 16740.250 0.00 16740.250 0.000 0.000 0.000 16740.25 16740.25 7648.150 0.00 0.000 0.000 7648.150 9092.10 1159

12 MT 305 194.001 0.000 194.001 147.517 13.796 161.313 32.688 32.688 75.372 16.028 12.860 42.684 32.688 0.00 47000

13 RM 72000.000 0.000 72000.000 0.000 0.000 0.000 72000.0 0.0 0.00 0.000 0.000 0.000 0.00 0.0 32

Upto Date Amount in Rs=

PAID UPTO LAST IPC-49 (Sep-2011))=

Material Advance for this Bill=

100% of This Bill=

Submitted by Recommended By Recommended by Certified by

D.H.Ryu L.N.Tiku Nimal Kumar Shrivastava Efren.L.BacaniProject Manager Resident Engineer Senior Quantity Engineer Team Leader/Enginer's representative

S. No.

Quantity required as per BOQ

Balance material at

Site for advance (7-

10)

Actual Balance

material at Site for

advance.

Quantity for which

Material Advance in Jul-11(IPC-

49)

Quantity Less

consumed in 90 days

Qty Eligible Material Advance

Proposed Rate (Rs)This Month

Qty

Up to date quantity

(5+6)

Previous Qty

This Month Qty

Up to date quantity

(8+9)

Aug-11 (IPC-49)

Sep-11 (IPC-49)

Within 90 days (Aug-

11,Sep-11,Oct-11)

HYSD (TMT) STEEL

RE-Wall Panel

H.T STRANTD

Polyster Friction

Ties for RE Wall

Four Laning of Jhansi - Lakhnadon to Km 297.000 to Km 351.000 of NH-26 in the state of Madhya PradeshMaterial at Site Statement (Package ADB-II/C-8)

19 20

176 0.00

279 0.00

279 0.00

279 0.00

173 0.00

19875 25844482

10162 1160061

2250 1429533

29639 1422684

869 7903308

35250 0

24 0

37760068

37410213

349855

466473

Certified by

Efren.L.BacaniTeam Leader/Enginer's representative

75% Proposed Rate

Amount for material at

site

158 of 232



Summary of Escalation (INR)

Sl. No. Upto date Amount This Month

1 Labour 62225024 41782634 20442390.0

2 Cement 57115135 26809530 30305605.0

3 Steel 78,042,934 39,070,202 38972732.0

4 Plant, Machinery and Spares 45268071 30350733 14917338.0

5 Bitumen 341907003 113810870 228096133.0

6 Fuel and Lubricants 23529266 15774368 7754898.0

7 Other Local Materials 79471563 92781967 -13310404.0

Total (INR) 687558996 360380304 327178692

Summary of Escalation (USD)

Sl. No. Upto date Amount This Month

1Labour 1,080,725.76 727748.63 352,977.13

2Plant, Machinery and Spares 400,708.00 269331.00 131,377.00

Total (USD) 1,481,433.76 997079.63 484354

TOTAL AMOUNT OF ESCALATION UPTO DATE MONTH IN INR = 687558996 43.99* 1,481,433.76

TOTAL AMOUNT OF ESCALATION UP TO Sep-11 MONTH IN INR 360380304 43.99* 997,079.63

TOTAL AMOUNT OF ESCALATION LESS PAID TO CONTRACTOR I 327178692 43.99* 484,354.13

Component on which Escalation is applicable

up to Previous Month

Component on which Escalation is applicable

up to Previous Month




(Efren.L.Bacani) Team Leader

Engineer's Representative

159 of 232



Summary of Escalation (INR)

This Month

20442390.0

30305605.0

38972732.0

14917338.0

228096133.0

7754898.0

-13310404.0

327178692

###

###

Summary of Escalation (USD)

This Month

352,977.13

131,377.00

484354

###

752727267###

404241837###

348485430

######


(Efren.L.Bacani) Team Leader

Engineer's Representative

160of 232



Working Month B (Base Index) C (Current Index) Percentage

Adjustment for Labour Component30-Nov-06 10609058.00 549.00 602.49 Final 10 87,861.00 31-Dec-06 10591594.00 549.00 597.96 Final 10 80,288.00 31-Jan-07 34602450.00 549.00 597.96 Final 10 262,298.00 28-Feb-07 27052245.00 549.00 602.49 Final 10 224,038.00 31-Mar-07 59527213.00 549.00 597.96 Final 10 451,236.00 30-Apr-07 30798029.00 549.00 597.96 Final 10 233,459.00 31-May-07 55336234.00 549.00 597.96 Final 10 419,467.00 30-Jun-07 37366604.67 549.00 602.49 Final 10 309,459.00 30-Jul-07 4258555.33 549.00 607.00 Final 10 38,242.00 31-Aug-07 5602747.33 549.00 607.02 Final 10 50,330.00 30-Sep-07 18618960.00 549.00 634.20 Final 10 245,607.00 31-Oct-07 22657569.33 549.00 634.20 Final 10 298,882.00 30-Nov-07 32950987.67 549.00 634.20 Final 10 434,665.00 31-Dec-07 47800976.33 549.00 634.20 Final 10 630,555.00 31-Jan-08 34175537.33 549.00 643.26 Final 10 498,757.00 29-Feb-08 29302621.33 549.00 643.26 Final 10 427,642.00 31-Mar-08 21663993.00 549.00 656.85 Final 10 361,747.00 30-Apr-08 41203073.00 549.00 656.85 Final 10 688,013.00 31-May-08 57312083.00 549.00 656.85 Final 10 957,002.00 30-Jun-08 23817193.00 549.00 665.91 Final 10 431,111.00 31-Jul-08 56744532.00 549.00 679.50 Final 10 1,146,519.00 31-Aug-08 2223439.00 549.00 684.03 Final 10 46,484.00 30-Sep-08 23405523.00 549.00 688.56 Final 10 505,738.00 31-Oct-08 -14458865.00 549.00 693.09 Final 10 (322,563.00)30-Nov-08 49776516.00 549.00 688.56 Final 10 1,075,554.00 31-Dec-08 26281449.00 549.00 679.50 Final 10 531,015.00 31-Jan-09 80099448.00 549.00 688.56 Final 10 1,730,761.00 28-Feb-09 148625501.00 549.00 688.56 Final 10 3,211,448.00 31-Mar-09 106093454.00 549.00 688.56 Final 10 2,292,430.00 30-Apr-09 64935263.00 549.00 688.56 Final 10 1,403,098.00 31-May-09 50943261.00 549.00 702.15 Final 10 1,207,954.00 30-Jun-09 16219236.00 549.00 706.68 Final 10 395,962.00 31-Jul-09 311937.00 549.00 738.39 Final 10 9,147.00 31-Aug-09 8999269.00 549.00 738.39 Final 10 263,883.00 30-Sep-09 -4955320.00 549.00 738.39 Final 10 (145,303.00)31-Oct-09 -2763032.00 549.00 742.92 Final 10 (82,957.00)30-Nov-09 46462061.00 549.00 756.51 Final 10 1,492,740.00 31-Dec-09 40792865.00 549.00 761.04 Final 10 1,339,210.00 31-Jan-10 40354084.67 549.00 806.34 Final 10 1,607,835.00 28-Feb-10 44052942.00 549.00 810.87 Final 10 1,786,106.00 31-Mar-10 41628326.00 549.00 806.34 Final 10 1,658,604.00 30-Apr-10 51829525.00 549.00 806.34 Final 10 2,065,053.00 31-May-10 29400611.00 549.00 815.40 Final 10 1,212,655.00 30-Jun-10 20766124.00 549.00 824.46 Final 10 885,647.00 31-Jul-10 7248090.00 549.00 847.11 Final 10 334,539.00 31-Aug-10 9599408.00 549.00 838.05 Final 10 429,600.00 30-Sep-10 17046705.00 549.00 842.58 Final 10 774,843.00 31-Oct-10 19931718.00 549.00 860.70 Final 10 961,896.00 30-Nov-10 33944335.00 549.00 865.23 Final 10 1,661,946.00 31-Dec-10 59670909.00 549.00 878.82 Final 10 3,047,097.00 31-Jan-11 77712458.00 549.00 887.88 Final 10 4,077,399.00 28-Feb-11 68056270.00 549.00 878.82 Final 10 3,475,295.00 31-Mar-11 77891164.00 549.00 874.29 Final 10 3,922,884.00 30-Apr-11 56065720.00 549.00 874.29 Final 10 2,823,675.00 31-May-11 56344795.00 549.00 874.29 Final 10 2,837,730.00 30-Jun-11 12201693.00 549.00 883.35 Final 10 631,638.00 31-Jul-11 22846689.00 549.00 901.47 Final 10 1,246,786.00 31-Aug-11 13568666.00 549.00 906.00 Final 10 749,984.00 30-Sep-11 26893496.00 549.00 910.53 Final 10 1,505,352.00 31-Oct-11 23165524.00 549.00 910.53 Provisonal 10 1,296,681.00

2115203514.00Total 62,225,024.00

RI (Portion of Total Value of Work Done Duing the Month Payable in INR)

Status of Indicies

Escalation Amount (INR)

161of 232



Working Month B (Base Index) C (Current Index) PercentageRI (Portion of Total Value of

Work Done Duing the Month Payable in INR)

Status of Indicies


Adjustment for Cement Component30-Nov-06 10,609,058.00 164.20 198.80 Final 0.000 - 31-Dec-06 10,591,594.00 164.20 198.60 Final 0.000 - 31-Jan-07 34,602,450.00 164.20 198.40 Final 0.000 - 28-Feb-07 27,052,245.00 164.20 200.50 Final 1.230 62,526.00 31-Mar-07 59,527,213.00 164.20 210.70 Final 1.220 174,813.00 30-Apr-07 30,798,029.00 164.20 211.60 Final 1.850 139,804.00 31-May-07 55,336,234.00 164.20 211.90 Final 3.190 435,877.00 30-Jun-07 37,366,604.67 164.20 213.30 Final 3.170 301,072.00 30-Jul-07 4,258,555.33 164.20 215.10 Final 3.360 37,702.00 31-Aug-07 5,602,747.33 164.20 215.60 Final 4.870 72,600.00 30-Sep-07 18,618,960.00 164.20 219.80 Final 7.890 422,818.00 31-Oct-07 22,657,569.33 164.20 220.00 Final 6.950 454,860.00 30-Nov-07 32,950,987.67 164.20 219.60 Final 6.050 571,715.00 31-Dec-07 47,800,976.33 164.20 219.70 Final 5.290 726,493.00 31-Jan-08 34,175,537.33 164.20 221.10 Final 5.640 567,744.00 29-Feb-08 29,302,621.33 164.20 220.90 Final 2.480 213,298.00 31-Mar-08 21,663,993.00 164.20 221.00 Final 2.830 180,268.00 30-Apr-08 41,203,073.00 164.20 221.40 Final 3.370 411,151.00 31-May-08 57,312,083.00 164.20 222.40 Final 3.280 566,355.00 30-Jun-08 23,817,193.00 164.20 221.70 Final 4.990 353,757.00 31-Jul-08 56,744,532.00 164.20 222.00 Final 6.310 1,071,339.00 31-Aug-08 2,223,439.00 164.20 223.30 Final 12.320 83,805.00 30-Sep-08 23,405,523.00 164.20 225.30 Final 8.670 641,837.00 31-Oct-08 (14,458,865.00) 164.20 225.20 Final 5.080 (231,939.00)30-Nov-08 49,776,516.00 164.20 225.20 Final 6.530 1,026,392.00 31-Dec-08 26,281,449.00 164.20 222.50 Final 15.240 1,208,784.00 31-Jan-09 80,099,448.00 164.20 221.40 Final 4.010 951,077.00 28-Feb-09 148,625,501.00 164.20 223.60 Final 5.180 2,367,311.00 31-Mar-09 106,093,454.00 164.20 225.40 Final 4.570 1,536,038.00 30-Apr-09 64,935,263.00 164.20 227.90 Final 8.760 1,875,728.00 31-May-09 50,943,261.00 164.20 228.10 Final 5.970 1,006,023.00 30-Jun-09 16,219,236.00 164.20 229.90 Final 7.700 424,749.00 31-Jul-09 311,937.00 164.20 230.80 Final 13.560 14,583.00 31-Aug-09 8,999,269.00 164.20 229.60 Final 9.550 290,961.00 30-Sep-09 (4,955,320.00) 164.20 227.50 Final 0.000 - 31-Oct-09 (2,763,032.00) 164.20 225.80 Final 0.000 - 30-Nov-09 46,462,061.00 164.20 225.80 Final 7.510 1,112,666.00 31-Dec-09 40,792,865.00 164.20 213.10 Final 9.460 976,855.00 31-Jan-10 40,354,084.67 164.20 207.10 Final 11.480 1,028,804.00 28-Feb-10 44,052,942.00 164.20 212.40 Final 12.190 1,339,897.00 31-Mar-10 41,628,326.00 164.20 222.30 Final 21.410 2,680,572.00 30-Apr-10 51,829,525.00 164.20 232.40 Final 13.860 2,536,125.00 31-May-10 29,400,611.00 164.20 223.20 Final 20.030 1,798,602.00 30-Jun-10 20,766,124.00 164.20 215.80 Final 19.670 1,091,077.00 31-Jul-10 7,248,090.00 164.20 211.10 Final 18.770 330,298.00

Grey Cement (Base Year 2004-2005)31-Aug-10 9,599,408.00 101.60 151.60 Final 17.650 708,736.00 30-Sep-10 17,046,705.00 101.60 150.30 Final 17.020 1,182,100.00 31-Oct-10 19,931,718.00 101.60 151.50 Final 19.640 1,634,225.00 30-Nov-10 33,944,335.00 101.60 148.30 Final 15.980 2,119,269.00 31-Dec-10 59,670,909.00 101.60 147.80 Final 7.300 1,683,653.00 31-Jan-11 77,712,458.00 101.60 147.90 Final 5.450 1,640,565.00 28-Feb-11 68,056,270.00 101.60 150.90 Final 10.640 2,986,633.00 31-Mar-11 77,891,164.00 101.60 153.70 Final 10.360 3,517,312.00 30-Apr-11 56,065,720.00 101.60 154.40 Final 11.480 2,843,141.00 31-May-11 56,344,795.00 101.60 155.30 Final 12.800 3,240,136.00 30-Jun-11 12,201,693.00 101.60 153.60 Final 15.800 838,698.00 31-Jul-11 22,846,689.00 101.60 153.00 Final 14.190 1,394,100.00 31-Aug-11 13,568,666.00 101.60 151.70 Final 10.710 609,101.00 30-Sep-11 26,893,496.00 101.60 151.10 Final 6.880 766,242.00 31-Oct-11 23,165,524.00 101.60 154.00 Final 10.800 1,096,787.00

2115203514.00 502.190Total 57,115,135.00

162of 232





Status of Indicies


Adjustment for Steel Component30-Nov-06 10,609,058.00 264.90 253.30 Final 0.000 - 31-Dec-06 10,591,594.00 264.90 253.10 Final 0.000 - 31-Jan-07 34,602,450.00 264.90 252.90 Final 0.000 - 28-Feb-07 27,052,245.00 264.90 252.90 Final 0.940 (9,792.00)31-Mar-07 59,527,213.00 264.90 254.40 Final 0.800 (16,045.00)30-Apr-07 30,798,029.00 264.90 255.10 Final 0.730 (7,070.00)31-May-07 55,336,234.00 264.90 255.10 Final 2.820 (49,071.00)30-Jun-07 37,366,604.67 264.90 255.10 Final 2.680 (31,491.00)30-Jul-07 4,258,555.33 264.90 255.10 Final 1.870 (2,504.00)31-Aug-07 5,602,747.33 264.90 255.10 Final 1.900 (3,347.00)30-Sep-07 18,618,960.00 264.90 256.20 Final 3.850 (20,011.00)31-Oct-07 22,657,569.33 264.90 258.30 Final 1.660 (7,965.00)30-Nov-07 32,950,987.67 264.90 258.30 Final 1.910 (13,329.00)31-Dec-07 47,800,976.33 264.90 258.30 Final 4.360 (44,137.00)31-Jan-08 34,175,537.33 264.90 258.30 Final 7.430 (53,776.00)29-Feb-08 29,302,621.33 264.90 258.30 Final 2.750 (17,066.00)31-Mar-08 21,663,993.00 264.90 317.70 Final 1.800 66,067.00 30-Apr-08 41,203,073.00 264.90 330.10 Final 2.920 251,708.00 31-May-08 57,312,083.00 264.90 330.10 Final 2.340 280,573.00 30-Jun-08 23,817,193.00 264.90 330.10 Final 2.770 138,024.00 31-Jul-08 56,744,532.00 264.90 335.80 Final 4.460 575,761.00 31-Aug-08 2,223,439.00 264.90 335.80 Final 14.170 71,677.00 30-Sep-08 23,405,523.00 264.90 335.80 Final 16.670 887,641.00 31-Oct-08 (14,458,865.00) 264.90 336.20 Final 6.860 (226,926.00)30-Nov-08 49,776,516.00 264.90 326.10 Final 10.870 1,062,533.00 31-Dec-08 26,281,449.00 264.90 326.10 Final 10.640 549,135.00 31-Jan-09 80,099,448.00 264.90 301.00 Final 1.660 154,022.00 28-Feb-09 148,625,501.00 264.90 282.00 Final 2.650 216,109.00 31-Mar-09 106,093,454.00 264.90 282.00 Final 2.930 170,565.00 30-Apr-09 64,935,263.00 264.90 282.00 Final 6.130 218,411.00 31-May-09 50,943,261.00 264.90 282.00 Final 4.670 130,538.00 30-Jun-09 16,219,236.00 264.90 282.00 Final 2.020 17,977.00 31-Jul-09 311,937.00 264.90 282.00 Final 14.680 2,513.00 31-Aug-09 8,999,269.00 264.90 302.20 Final 14.910 160,595.00 30-Sep-09 (4,955,320.00) 264.90 302.20 Final 0.000 - 31-Oct-09 (2,763,032.00) 264.90 302.20 Final 0.000 - 30-Nov-09 46,462,061.00 264.90 302.20 Final 11.200 622,820.00 31-Dec-09 40,792,865.00 264.90 302.20 Final 9.380 457,966.00 31-Jan-10 40,354,084.67 264.90 302.20 Final 14.850 717,232.00 28-Feb-10 44,052,942.00 264.90 302.20 Final 11.050 582,617.00 31-Mar-10 41,628,326.00 264.90 304.00 Final 13.060 682,097.00 30-Apr-10 51,829,525.00 264.90 340.90 Final 15.740 1,989,448.00 31-May-10 29,400,611.00 264.90 340.90 Final 14.690 1,053,243.00 30-Jun-10 20,766,124.00 264.90 340.90 Final 17.530 887,744.00 31-Jul-10 7,248,090.00 264.90 340.90 Final 20.570 363,587.00

Rebars (Base Year 2004-2005)31-Aug-10 9,599,408.00 101.80 136.50 Final 23.070 641,642.00 30-Sep-10 17,046,705.00 101.80 136.70 Final 17.130 850,931.00 31-Oct-10 19,931,718.00 101.80 137.50 Final 30.630 1,819,831.00 30-Nov-10 33,944,335.00 101.80 137.40 Final 28.620 2,887,740.00 31-Dec-10 59,670,909.00 101.80 137.70 Final 25.130 4,494,907.00 31-Jan-11 77,712,458.00 101.80 144.10 Final 15.220 4,177,503.00 28-Feb-11 68,056,270.00 101.80 150.10 Final 25.400 6,971,402.00 31-Mar-11 77,891,164.00 101.80 152.10 Final 20.100 6,575,418.00 30-Apr-11 56,065,720.00 101.80 154.70 Final 30.040 7,439,164.00 31-May-11 56,344,795.00 101.80 155.80 Final 35.360 8,983,198.00 30-Jun-11 12,201,693.00 101.80 156.10 Final 28.840 1,595,461.00 31-Jul-11 22,846,689.00 101.80 156.40 Final 48.750 5,077,637.00 31-Aug-11 13,568,666.00 101.80 157.30 Final 47.650 2,996,154.00 30-Sep-11 26,893,496.00 101.80 157.70 Final 50.710 6,365,373.00 31-Oct-11 23,165,524.00 101.80 157.80 Final 49.470 5,358,500.00

2115203514 761.040Total 78,042,934.00

163of 232





Status of Indicies


Adjustment for Plant and Machinery and Spares Component30-Nov-06 10,609,058.00 202.80 203.00 Final 20 1,779.00 31-Dec-06 10,591,594.00 202.80 202.80 Final 20 - 31-Jan-07 34,602,450.00 202.80 203.90 Final 20 31,907.00 28-Feb-07 27,052,245.00 202.80 204.80 Final 20 45,354.00 31-Mar-07 59,527,213.00 202.80 203.70 Final 20 44,910.00 30-Apr-07 30,798,029.00 202.80 204.50 Final 20 43,889.00 31-May-07 55,336,234.00 202.80 205.20 Final 20 111,327.00 30-Jun-07 37,366,604.67 202.80 204.90 Final 20 65,778.00 30-Jul-07 4,258,555.33 202.80 205.00 Final 20 7,854.00 31-Aug-07 5,602,747.33 202.80 205.00 Final 20 10,332.00 30-Sep-07 18,618,960.00 202.80 207.70 Final 20 76,477.00 31-Oct-07 22,657,569.33 202.80 208.90 Final 20 115,857.00 30-Nov-07 32,950,987.67 202.80 209.00 Final 20 171,254.00 31-Dec-07 47,800,976.33 202.80 208.90 Final 20 244,426.00 31-Jan-08 34,175,537.33 202.80 208.90 Final 20 174,754.00 29-Feb-08 29,302,621.33 202.80 209.10 Final 20 154,749.00 31-Mar-08 21,663,993.00 202.80 209.60 Final 20 123,489.00 30-Apr-08 41,203,073.00 202.80 218.60 Final 20 545,717.00 31-May-08 57,312,083.00 202.80 222.10 Final 20 927,224.00 30-Jun-08 23,817,193.00 202.80 222.60 Final 20 395,309.00 31-Jul-08 56,744,532.00 202.80 222.60 Final 20 941,825.00 31-Aug-08 2,223,439.00 202.80 222.60 Final 20 36,904.00 30-Sep-08 23,405,523.00 202.80 223.50 Final 20 406,134.00 31-Oct-08 (14,458,865.00) 202.80 223.90 Final 20 (255,739.00)30-Nov-08 49,776,516.00 202.80 224.60 Final 20 909,624.00 31-Dec-08 26,281,449.00 202.80 223.00 Final 20 445,022.00 31-Jan-09 80,099,448.00 202.80 222.10 Final 20 1,295,889.00 28-Feb-09 148,625,501.00 202.80 222.10 Final 20 2,404,538.00 31-Mar-09 106,093,454.00 202.80 222.10 Final 20 1,716,433.00 30-Apr-09 64,935,263.00 202.80 221.80 Final 20 1,034,225.00 31-May-09 50,943,261.00 202.80 221.60 Final 20 802,834.00 30-Jun-09 16,219,236.00 202.80 222.70 Final 20 270,561.00 31-Jul-09 311,937.00 202.80 224.70 Final 20 5,727.00 31-Aug-09 8,999,269.00 202.80 224.80 Final 20 165,963.00 30-Sep-09 (4,955,320.00) 202.80 224.60 Final 20 (90,554.00)31-Oct-09 (2,763,032.00) 202.80 224.40 Final 20 (50,029.00)30-Nov-09 46,462,061.00 202.80 224.40 Final 20 841,266.00 31-Dec-09 40,792,865.00 202.80 224.70 Final 20 748,875.00 31-Jan-10 40,354,084.67 202.80 231.20 Final 20 960,698.00 28-Feb-10 44,052,942.00 202.80 235.00 Final 20 1,189,082.00 31-Mar-10 41,628,326.00 202.80 236.40 Final 20 1,172,490.00 30-Apr-10 51,829,525.00 202.80 237.10 Final 20 1,490,227.00 31-May-10 29,400,611.00 202.80 237.40 Final 20 852,734.00 30-Jun-10 20,766,124.00 202.80 238.80 Final 20 626,670.00 31-Jul-10 7,248,090.00 202.80 239.00 Final 20 219,945.00

c.Construction Machinery (Base Year 2004-2005)31-Aug-10 9,599,408.00 105.70 131.80 Final 20 402,957.00 30-Sep-10 17,046,705.00 105.70 131.80 Final 20 715,575.00 31-Oct-10 19,931,718.00 105.70 131.80 Final 20 836,680.00 30-Nov-10 33,944,335.00 105.70 131.80 Final 20 1,424,891.00 31-Dec-10 59,670,909.00 105.70 131.80 Final 20 2,504,823.00 31-Jan-11 77,712,458.00 105.70 132.60 Final 20 3,362,148.00 28-Feb-11 68,056,270.00 105.70 130.40 Final 20 2,703,579.00 31-Mar-11 77,891,164.00 105.70 131.00 Final 20 3,169,441.00 30-Apr-11 56,065,720.00 105.70 131.00 Final 20 2,281,350.00 31-May-11 56,344,795.00 105.70 131.00 Final 20 2,292,705.00 30-Jun-11 12,201,693.00 105.70 131.70 Final 20 510,232.00 31-Jul-11 22,846,689.00 105.70 131.80 Final 20 959,042.00 31-Aug-11 13,568,666.00 105.70 131.80 Final 20 569,576.00 30-Sep-11 26,893,496.00 105.70 131.80 Final 20 1,128,916.00 31-Oct-11 23,165,524.00 105.70 131.80 Final 20 972,426.00

2115203514Total 45,268,071.00

164of 232





Status of Indicies


Adjustment for Bitumen Component30-Nov-06 10,609,058.00 11648.00 20696.00 Final 28.200 1,975,359.00 31-Dec-06 10,591,594.00 11648.00 20696.00 Final 22.230 1,554,608.00 31-Jan-07 34,602,450.00 11648.00 19593.60 Final 3.000 601,897.00 28-Feb-07 27,052,245.00 11648.00 19073.60 Final 0.000 - 31-Mar-07 59,527,213.00 11648.00 19073.60 Final 0.000 - 30-Apr-07 30,798,029.00 11648.00 19073.60 Final 0.670 111,814.00 31-May-07 55,336,234.00 11648.00 19073.60 Final 0.000 - 30-Jun-07 37,366,604.67 11648.00 19467.00 Final 0.000 - 30-Jul-07 4,258,555.33 11648.00 19467.00 Final 0.000 - 31-Aug-07 5,602,747.33 11648.00 19467.00 Final 0.000 - 30-Sep-07 18,618,960.00 11648.00 19467.00 Final 2.090 222,035.00 31-Oct-07 22,657,569.33 11648.00 19631.80 Final 2.230 294,371.00 30-Nov-07 32,950,987.67 11648.00 22011.10 Final 0.590 147,020.00 31-Dec-07 47,800,976.33 11648.00 24431.60 Final 4.720 2,104,745.00 31-Jan-08 34,175,537.33 11648.00 26574.00 Final 2.100 781,710.00 29-Feb-08 29,302,621.33 11648.00 26574.00 Final 9.560 3,051,233.00 31-Mar-08 21,663,993.00 11648.00 27027.20 Final 12.620 3,068,310.00 30-Apr-08 41,203,073.00 11648.00 27027.20 Final 27.300 12,623,901.00 31-May-08 57,312,083.00 11648.00 30117.20 Final 32.290 24,941,920.00 30-Jun-08 23,817,193.00 11648.00 29478.00 Final 33.130 10,266,701.00 31-Jul-08 56,744,532.00 11648.00 29090.40 Final 26.580 19,197,859.00 31-Aug-08 2,223,439.00 11648.00 31467.00 Final 29.570 950,880.00 30-Sep-08 23,405,523.00 11648.00 34261.80 Final 42.980 16,600,680.00 31-Oct-08 (14,458,865.00) 11648.00 36057.00 Final 10.700 (2,755,723.00)30-Nov-08 49,776,516.00 11648.00 37505.40 Final 14.790 13,891,370.00 31-Dec-08 26,281,449.00 11648.00 30018.60 Final 26.230 9,241,416.00 31-Jan-09 80,099,448.00 11648.00 25744.80 Final 34.420 28,361,454.00 28-Feb-09 148,625,501.00 11648.00 25938.60 Final 19.610 30,394,077.00 31-Mar-09 106,093,454.00 11648.00 24541.20 Final 15.220 15,192,580.00 30-Apr-09 64,935,263.00 11648.00 25183.80 Final 14.370 9,216,985.00 31-May-09 50,943,261.00 11648.00 24490.20 Final 20.430 9,753,536.00 30-Jun-09 16,219,236.00 11648.00 23521.20 Final 28.740 4,038,801.00 31-Jul-09 311,937.00 11648.00 24051.60 Final 33.850 95,574.00 31-Aug-09 8,999,269.00 11648.00 24622.80 Final 16.360 1,393,987.00 30-Sep-09 (4,955,320.00) 11648.00 27183.00 Final 0.000 - 31-Oct-09 (2,763,032.00) 11648.00 30916.20 Final 0.000 - 30-Nov-09 46,462,061.00 11648.00 29110.80 Final 14.980 8,869,349.00 31-Dec-09 40,792,865.00 11648.00 29559.60 Final 16.540 8,819,047.00 31-Jan-10 40,354,084.67 11648.00 29590.20 Final 3.730 1,970,787.00 28-Feb-10 44,052,942.00 11648.00 28264.20 Final 0.030 16,025.00 31-Mar-10 41,628,326.00 11648.00 29773.80 Final 0.000 - 30-Apr-10 51,829,525.00 11648.00 29661.60 Final 4.160 2,834,253.00 31-May-10 29,400,611.00 11648.00 29661.60 Final 0.000 - 30-Jun-10 20,766,124.00 11648.00 28498.80 Final 0.000 - 31-Jul-10 7,248,090.00 11648.00 28774.20 Final 0.000 - 31-Aug-10 9,599,408.00 11648.00 29090.40 Final 0.000 - 30-Sep-10 17,046,705.00 11648.00 27927.60 Final 0.000 - 31-Oct-10 19,931,718.00 11648.00 27662.40 Final 0.000 - 30-Nov-10 33,944,335.00 11648.00 27407.40 Final 0.000 - 31-Dec-10 59,670,909.00 11648.00 28600.80 Final 12.600 9,301,269.00 31-Jan-11 77,712,458.00 11648.00 28764.00 Final 24.430 23,712,861.00 28-Feb-11 68,056,270.00 11648.00 28957.80 Final 23.910 20,554,520.00 31-Mar-11 77,891,164.00 11648.00 29447.40 Final 18.910 19,131,660.00 30-Apr-11 56,065,720.00 11648.00 33007.20 Final 14.220 12,426,521.00 31-May-11 56,344,795.00 11648.00 33394.80 Final 12.930 11,561,528.00 30-Jun-11 12,201,693.00 11648.00 35710.20 Final 1.190 254,959.00 31-Jul-11 22,846,689.00 11648.00 32650.20 Final 5.170 1,810,282.00 31-Aug-11 13,568,666.00 11648.00 32629.80 Final 0.000 - 30-Sep-11 26,893,496.00 11648.00 33874.20 Final 0.000 - 31-Oct-11 23,165,524.00 11648.00 35751.00 Final 8.160 3,324,842.00

2115203514675.540

Total 341,907,003.00

165of 232





Status of Indicies


Adjustment for Fuel and Lubricants30-Nov-06 10,609,058.00 33.55 38.19 Final 10 124,716.00 31-Dec-06 10,591,594.00 33.55 37.03 Final 10 93,383.00 31-Jan-07 34,602,450.00 33.55 37.03 Final 10 305,079.00 28-Feb-07 27,052,245.00 33.55 37.03 Final 10 238,511.00 31-Mar-07 59,527,213.00 33.55 35.86 Final 10 348,381.00 30-Apr-07 30,798,029.00 33.55 35.86 Final 10 180,244.00 31-May-07 55,336,234.00 33.55 35.10 Final 10 217,304.00 30-Jun-07 37,366,604.67 33.55 35.08 Final 10 144,844.00 30-Jul-07 4,258,555.33 33.55 35.08 Final 10 16,507.00 31-Aug-07 5,602,747.33 33.55 35.08 Final 10 21,718.00 30-Sep-07 18,618,960.00 33.55 35.08 Final 10 72,173.00 31-Oct-07 22,657,569.33 33.55 35.08 Final 10 87,828.00 30-Nov-07 32,950,987.67 33.55 35.08 Final 10 127,728.00 31-Dec-07 47,800,976.33 33.55 35.08 Final 10 185,291.00 31-Jan-08 34,175,537.33 33.55 35.08 Final 10 132,475.00 29-Feb-08 29,302,621.33 33.55 35.08 Final 10 113,586.00 31-Mar-08 21,663,993.00 33.55 37.33 Final 10 207,471.00 30-Apr-08 41,203,073.00 33.55 37.33 Final 10 394,592.00 31-May-08 57,312,083.00 33.55 37.33 Final 10 548,864.00 30-Jun-08 23,817,193.00 33.55 38.73 Final 10 312,570.00 31-Jul-08 56,744,532.00 33.55 38.73 Final 10 744,698.00 31-Aug-08 2,223,439.00 33.55 38.73 Final 10 29,180.00 30-Sep-08 23,405,523.00 33.55 38.73 Final 10 307,167.00 31-Oct-08 (14,458,865.00) 33.55 38.73 Final 10 (189,754.00)30-Nov-08 49,776,516.00 33.55 38.73 Final 10 653,252.00 31-Dec-08 26,281,449.00 33.55 36.43 Final 10 191,764.00 31-Jan-09 80,099,448.00 33.55 36.43 Final 10 584,451.00 28-Feb-09 148,625,501.00 33.55 34.33 Final 10 293,707.00 31-Mar-09 106,093,454.00 33.55 34.33 Final 10 209,657.00 30-Apr-09 64,935,263.00 33.55 34.33 Final 10 128,322.00 31-May-09 50,943,261.00 33.55 34.33 Final 10 100,672.00 30-Jun-09 16,219,236.00 33.55 34.33 Final 10 32,052.00 31-Jul-09 311,937.00 33.55 36.54 Final 10 2,363.00 31-Aug-09 8,999,269.00 33.55 36.54 Final 10 68,172.00 30-Sep-09 (4,955,320.00) 33.55 36.54 Final 10 (37,538.00)31-Oct-09 (2,763,032.00) 33.55 36.54 Final 10 (20,931.00)30-Nov-09 46,462,061.00 33.55 36.58 Final 10 356,671.00 31-Dec-09 40,792,865.00 33.55 36.58 Final 10 313,151.00 31-Jan-10 40,354,084.67 33.55 36.58 Final 10 309,782.00 28-Feb-10 44,052,942.00 33.55 36.58 Final 10 338,177.00 31-Mar-10 41,628,326.00 33.55 39.40 Final 10 616,980.00 30-Apr-10 51,829,525.00 33.55 39.40 Final 10 768,174.00 31-May-10 29,400,611.00 33.55 39.40 Final 10 435,751.00 30-Jun-10 20,766,124.00 33.55 39.40 Final 10 307,778.00 31-Jul-10 7,248,090.00 33.55 41.70 Final 10 149,661.00 31-Aug-10 9,599,408.00 33.55 41.70 Final 10 198,211.00 30-Sep-10 17,046,705.00 33.55 41.70 Final 10 351,985.00 31-Oct-10 19,931,718.00 33.55 41.78 Final 10 415,596.00 30-Nov-10 33,944,335.00 33.55 41.78 Final 10 707,772.00 31-Dec-10 59,670,909.00 33.55 41.78 Final 10 1,244,196.00 31-Jan-11 77,712,458.00 33.55 41.78 Final 10 1,620,380.00 28-Feb-11 68,056,270.00 33.55 41.78 Final 10 1,419,039.00 31-Mar-11 77,891,164.00 33.55 41.78 Final 10 1,624,106.00 30-Apr-11 56,065,720.00 33.55 41.78 Final 10 1,169,025.00 31-May-11 56,344,795.00 33.55 41.78 Final 10 1,174,844.00 30-Jun-11 12,201,693.00 33.55 45.70 Final 10 375,598.00 31-Jul-11 22,846,689.00 33.55 45.70 Final 10 703,276.00 31-Aug-11 13,568,666.00 33.55 45.70 Final 10 417,676.00 30-Sep-11 26,893,496.00 33.55 45.70 Final 10 827,847.00 31-Oct-11 23,165,524.00 33.55 45.70 Final 10 713,091.00

2115203514Total 23,529,266.00

166of 232





Status of Indicies


Adjustment for Other Local Materials30-Nov-06 10,609,058.00 197.20 209.10 Final 31.80 173,047.00 31-Dec-06 10,591,594.00 197.20 208.40 Final 37.77 193,125.00 31-Jan-07 34,602,450.00 197.20 208.80 Final 57.00 986,170.00 28-Feb-07 27,052,245.00 197.20 208.90 Final 57.83 788,959.00 31-Mar-07 59,527,213.00 197.20 209.80 Final 57.98 1,874,461.00 30-Apr-07 30,798,029.00 197.20 211.50 Final 56.75 1,077,300.00 31-May-07 55,336,234.00 197.20 212.30 Final 53.99 1,944,518.00 30-Jun-07 37,366,604.67 197.20 212.30 Final 54.15 1,316,955.00 30-Jul-07 4,258,555.33 197.20 213.60 Final 54.77 164,877.00 31-Aug-07 5,602,747.33 197.20 213.80 Final 53.23 213,392.00 30-Sep-07 18,618,960.00 197.20 215.10 Final 46.17 663,255.00 31-Oct-07 22,657,569.33 197.20 215.20 Final 49.16 864,191.00 30-Nov-07 32,950,987.67 197.20 215.90 Final 51.45 1,366,493.00 31-Dec-07 47,800,976.33 197.20 216.40 Final 45.63 1,805,097.00 31-Jan-08 34,175,537.33 197.20 218.10 Final 44.83 1,380,201.00 29-Feb-08 29,302,621.33 197.20 219.90 Final 45.21 1,296,220.00 31-Mar-08 21,663,993.00 197.20 225.50 Final 42.75 1,129,726.00 30-Apr-08 41,203,073.00 197.20 228.50 Final 26.41 1,468,096.00 31-May-08 57,312,083.00 197.20 231.10 Final 22.09 1,849,923.00 30-Jun-08 23,817,193.00 197.20 237.40 Final 19.11 788,659.00 31-Jul-08 56,744,532.00 197.20 240.00 Final 22.65 2,371,090.00 31-Aug-08 2,223,439.00 197.20 241.20 Final 3.94 16,614.00 30-Sep-08 23,405,523.00 197.20 241.50 Final -8.32 (371,841.00)31-Oct-08 (14,458,865.00) 197.20 239.00 Final 37.36 (973,261.00)30-Nov-08 49,776,516.00 197.20 234.20 Final 27.81 2,207,696.00 31-Dec-08 26,281,449.00 197.20 229.70 Final 7.89 290,484.00 31-Jan-09 80,099,448.00 197.20 228.90 Final 19.91 2,179,074.00 28-Feb-09 148,625,501.00 197.20 227.60 Final 32.56 6,341,081.00 31-Mar-09 106,093,454.00 197.20 228.20 Final 37.28 5,284,917.00 30-Apr-09 64,935,263.00 197.20 231.50 Final 30.74 2,951,145.00 31-May-09 50,943,261.00 197.20 234.30 Final 28.93 2,356,791.00 30-Jun-09 16,219,236.00 197.20 235.00 Final 21.54 569,220.00 31-Jul-09 311,937.00 197.20 238.70 Final -2.09 (1,166.00)31-Aug-09 8,999,269.00 197.20 240.80 Final 19.18 324,380.00 30-Sep-09 (4,955,320.00) 197.20 242.60 Final 60.00 (581,823.00)31-Oct-09 (2,763,032.00) 197.20 242.50 Final 60.00 (323,703.00)30-Nov-09 46,462,061.00 197.20 247.20 Final 26.31 2,634,519.00 31-Dec-09 40,792,865.00 197.20 248.30 Final 24.62 2,212,102.00 31-Jan-10 40,354,084.67 197.20 250.50 Final 29.94 2,775,738.00 28-Feb-10 44,052,942.00 197.20 250.50 Final 36.73 3,717,364.00 31-Mar-10 41,628,326.00 197.20 253.40 Final 25.53 2,574,472.00 30-Apr-10 51,829,525.00 197.20 257.50 Final 26.24 3,534,845.00 31-May-10 29,400,611.00 197.20 260.40 Final 25.28 2,024,709.00 30-Jun-10 20,766,124.00 197.20 261.00 Final 22.80 1,302,036.00 31-Jul-10 7,248,090.00 197.20 263.30 Final 20.66 426,646.00

All Commodities (Base Year 2004-2005)31-Aug-10 9,599,408.00 104.90 141.10 Final 19.28 542,880.00 30-Sep-10 17,046,705.00 104.90 142.00 Final 25.85 1,324,702.00 31-Oct-10 19,931,718.00 104.90 142.90 Final 9.73 597,152.00 30-Nov-10 33,944,335.00 104.90 143.80 Final 15.40 1,647,711.00 31-Dec-10 59,670,909.00 104.90 146.00 Final 14.97 2,974,882.00 31-Jan-11 77,712,458.00 104.90 148.00 Final 14.90 4,043,874.00 28-Feb-11 68,056,270.00 104.90 148.10 Final 0.05 11,911.00 31-Mar-11 77,891,164.00 104.90 149.50 Final 10.63 2,992,263.00 30-Apr-11 56,065,720.00 104.90 152.10 Final 4.26 913,466.00 31-May-11 56,344,795.00 104.90 152.40 Final -1.09 (236,384.00)30-Jun-11 12,201,693.00 104.90 153.10 Final 14.17 675,275.00 31-Jul-11 22,846,689.00 104.90 154.20 Final -8.11 (740,175.00)31-Aug-11 13,568,666.00 104.90 154.90 Final 1.64 90,156.00 30-Sep-11 26,893,496.00 104.90 155.80 Final 2.41 267,316.00 31-Oct-11 23,165,524.00 104.90 156.80 Final -8.43 (821,260.00)

21152035141661.230

Total 79,471,563.00

167of 232





Status of Indicies


Adjustment for Foreign Currency Component (Plant & Machinery & Over head)(USD)30-Nov-06 19185.74 100.80 102.30 Final 51.714 125.00 31-Dec-06 19970.74 100.80 102.60 Final 51.714 157.00 31-Jan-07 69828.30 100.80 102.80 Final 51.714 609.00 28-Feb-07 50069.49 100.80 103.50 Final 51.714 590.00 31-Mar-07 74801.17 100.80 104.10 Final 51.714 1,076.00 30-Apr-07 92419.16 100.80 104.50 Final 51.714 1,491.00 31-May-07 122543.44 100.80 104.60 Final 51.714 2,031.00 30-Jun-07 144532.71 100.80 104.60 Final 51.714 2,395.00 30-Jul-07 15987.24 100.80 105.00 Final 51.714 293.00 31-Aug-07 15447.55 100.80 105.10 Final 51.714 290.00 30-Sep-07 71495.31 100.80 105.70 Final 51.714 1,528.00 31-Oct-07 129316.83 100.80 105.90 Final 51.714 2,876.00 30-Nov-07 116486.22 100.80 105.90 Final 51.714 2,591.00 31-Dec-07 172773.95 100.80 106.30 Final 51.714 4,144.00 31-Jan-08 167885.54 100.80 106.80 Final 51.714 4,393.00 29-Feb-08 126604.76 100.80 107.20 Final 51.714 3,533.00 31-Mar-08 93976.05 100.80 108.20 Final 51.714 3,033.00 30-Apr-08 252596.84 100.80 108.80 Final 51.714 8,812.00 31-May-08 210391.83 100.80 109.70 Final 51.714 8,166.00 30-Jun-08 87890.31 100.80 110.40 Final 51.714 3,679.00 31-Jul-08 61699.27 100.80 111.20 Final 51.714 2,798.00 31-Aug-08 9692.76 100.80 111.00 Final 51.714 431.00 30-Sep-08 78899.16 100.80 111.10 Final 51.714 3,544.00 31-Oct-08 95667.30 100.80 111.00 Final 51.714 4,255.00 30-Nov-08 194612.28 100.80 110.70 Final 51.714 8,402.00 31-Dec-08 87126.24 100.80 110.70 Final 51.714 3,761.00 31-Jan-09 207311.22 100.80 110.80 Final 51.714 9,040.00 28-Feb-09 302607.68 100.80 111.60 Final 51.714 14,252.00 31-Mar-09 326366.79 100.80 112.40 Final 51.714 16,509.00 30-Apr-09 361495.27 100.80 112.70 Final 51.714 18,759.00 31-May-09 350806.08 100.80 112.70 Final 51.714 18,205.00 30-Jun-09 147285.72 100.80 112.60 Final 51.714 7,579.00 31-Jul-09 46470.18 100.80 113.00 Final 51.714 2,472.00 31-Aug-09 31712.20 100.80 113.40 Final 51.714 1,742.00 30-Sep-09 238.86 100.80 113.50 Final 51.714 13.00 31-Oct-09 238.86 100.80 113.20 Final 51.714 13.00 30-Nov-09 137012.33 100.80 113.40 Final 51.714 7,528.00 31-Dec-09 152556.76 100.80 113.80 Final 51.714 8,649.00 31-Jan-10 143276.84 100.80 114.20 Final 51.714 8,372.00 28-Feb-10 102335.98 100.80 114.60 Final 51.714 6,158.00 31-Mar-10 159506.87 100.80 115.00 Final 51.714 9,877.00 30-Apr-10 159699.25 100.80 115.60 Final 51.714 10,307.00 31-May-10 105388.48 100.80 115.70 Final 51.714 6,848.00 30-Jun-10 72002.66 100.80 115.50 Final 51.714 4,616.00 31-Jul-10 50906.12 100.80 115.90 Final 51.714 3,352.00 31-Aug-10 36593.83 100.80 116.30 Final 51.714 2,473.00 30-Sep-10 51795.88 100.80 117.60 Final 51.714 3,795.00 31-Oct-10 81153.95 100.80 117.80 Final 51.714 6,016.00 30-Nov-10 87840.72 100.80 117.10 Final 51.714 6,244.00 31-Dec-10 205163.17 100.80 117.80 Final 51.714 15,209.00 31-Jan-11 264047.04 100.80 118.90 Final 51.714 20,841.00 28-Feb-11 248906.41 100.80 119.80 Final 51.714 20,623.00 31-Mar-11 300878.78 100.80 120.40 Final 51.714 25,717.00 30-Apr-11 223441.98 100.80 120.40 Final 51.714 19,098.00 31-May-11 199683.47 100.80 120.40 Final 51.714 17,067.00 30-Jun-11 52516.18 100.80 120.60 Final 51.714 4,534.00 31-Jul-11 83445.85 100.80 121.40 Final 51.714 7,496.00 31-Aug-11 61894.15 100.80 122.50 Final 51.714 5,857.00 30-Sep-11 91171.77 100.80 122.60 Final 51.714 8,667.00 31-Oct-11 82560.05 100.80 122.40 Final 51.714 7,777.00

7510211.57Total 400,708.00

687,558,996.00 INR

1,481,433.76 USD

8 of 9



Working Month Percentage

1 2 3 4 5 6 7 =3/4 8 9

Adjustment for Foreign Currency Component (Labour)(USD)

30-Nov-06 19185.74 1037.00 939.000 3292924 3716059 1.1 Final 48.28631-Dec-06 19970.74 1037.00 928.600 3292924 5791859 1.12 Final 48.28631-Jan-07 69828.30 1037.00 926.100 3292924 3580112 1.12 Final 48.28628-Feb-07 50069.49 1037.00 937.100 3292924 6465734 1.11 Final 48.28631-Mar-07 74801.17 1037.00 943.000 3292924 3713310 1.1 Final 48.28630-Apr-07 92419.16 1037.00 937.300 3292924 3668332 1.11 Final 48.28631-May-07 122543.44 1037.00 926.900 3292924 3639092 1.12 Final 48.28630-Jun-07 144532.71 1037.00 928.400 3292924 3915749 1.12 Final 48.28631-Jul-07 15987.24 1037.00 918.000 3292924 3783105 1.13 Final 48.28631-Aug-07 15447.55 1037.00 922.900 3292924 4390421 1.12 Final 48.28630-Sep-07 71495.31 1037.00 938.300 3292924 4402236 1.11 Final 48.28631-Oct-07 129316.83 1037.00 913.900 3292924 3739573 1.13 Final 48.28630-Nov-07 116486.22 1037.00 907.100 3292924 3515511 1.14 Final 48.28631-Dec-07 172773.95 1037.00 925.000 3292924 5625665 1.12 Final 48.28631-Jan-08 167885.54 1037.00 936.600 3292924 4535874 1.11 Final 48.28629-Feb-08 126604.76 1037.00 945.500 3292924 4535874 1.1 Final 48.28631-Mar-08 93976.05 1037.00 937.800 3292924 4535874 1.11 Final 48.28630-Apr-08 252596.84 1037.00 974.700 3292924 4242947 1.06 Final 48.28631-May-08 210391.83 1037.00 1011.200 3292924 4242947 1.03 Final 48.28630-Jun-08 87890.31 1037.00 1022.600 3292924 4242947 1.01 Final 48.28631-Jul-08 61699.27 1037.00 1047.000 3292924 4049174 0.99 Final 48.28631-Aug-08 9692.76 1037.00 1014.600 3292924 4049174 1.02 Final 48.28630-Sep-08 78899.16 1037.00 1134.000 3292924 4049174 0.91 Final 48.28631-Oct-08 95667.30 1037.00 1223.500 3292924 4122802 0.85 Final 48.28630-Nov-08 194612.28 1037.00 1298.000 3292924 4122802 0.8 Final 48.28631-Dec-08 87126.24 1037.00 1470.000 3292924 4122802 0.71 Final 48.28631-Jan-09 207311.22 1037.00 1328.000 3292924 4138069 0.78 Final 48.28628-Feb-09 302607.68 1037.00 1379.500 3292924 4138069 0.75 Final 48.28631-Mar-09 326366.79 1037.00 1552.400 3292924 4138069 0.67 Final 48.28630-Apr-09 361495.27 1037.00 1334.500 3292924 3978728 0.78 Final 48.28631-May-09 350806.08 1037.00 1288.000 3292924 3978728 0.81 Final 48.28630-Jun-09 147285.72 1037.00 1241.000 3292924 3978728 0.84 Final 48.28631-Jul-09 46470.18 1037.00 1269.000 3292924 4211687 0.82 Final 48.28631-Aug-09 31712.20 1037.00 1221.500 3292924 4211687 0.85 Final 48.28630-Sep-09 238.86 1037.00 1250.500 3292924 4211687 0.83 Final 48.28631-Oct-09 238.86 1037.00 1174.500 3292924 4369252 0.88 Final 48.28630-Nov-09 137012.33 1037.00 1184.000 3292924 4369252 0.88 Final 48.28631-Dec-09 152556.76 1037.00 1151.000 3292924 4369252 0.9 Final 48.28631-Jan-10 143276.84 1037.00 1153.000 3292924 4891748 0.9 Final 48.28628-Feb-10 102335.98 1037.00 1168.000 3292924 4891748 0.89 Final 48.28631-Mar-10 159506.87 1037.00 1147.000 3292924 4891748 0.9 Final 48.28630-Apr-10 159699.25 1037.00 1126.000 3292924 4410940 0.92 Final 48.28631-May-10 105388.48 1037.00 1117.500 3292924 4410940 0.93 Final 48.28630-Jun-10 72002.66 1037.00 1227.000 3292924 4410940 0.85 Final 48.28631-Jul-10 50906.12 1037.00 1227.000 3292924 4481226 0.85 Final 48.28631-Aug-10 36593.83 1037.00 1168.500 3292924 4481226 0.89 Final 48.28630-Sep-10 51795.88 1037.00 1180.000 3292924 4481226 0.88 Final 48.28631-Oct-10 81153.95 1037.00 1126.000 3292924 4222389 0.92 Final 48.28630-Nov-10 87840.72 1037.00 1112.500 3292924 4222389 0.93 Final 48.28631-Dec-10 205163.17 1037.00 1138.500 3292924 4222389 0.91 Final 48.28631-Jan-11 264047.04 1037.00 1125.000 3292924 5701972 0.92 Final 48.28628-Feb-11 248906.41 1037.00 1117.000 3292924 5701972 0.93 Final 48.28631-Mar-11 300878.78 1037.00 1121.000 3292924 5701972 0.93 Final 48.28630-Apr-11 223441.98 1037.00 1091.000 3292924 5348987 0.95 Final 48.28631-May-11 199683.47 1037.00 1070.000 3292924 5348987 0.97 Final 48.28630-Jun-11 52516.18 1037.00 1079.500 3292924 5348987 0.96 Final 48.28631-Jul-11 83445.85 1037.00 1067.000 3292924 5348987 0.97 Provisonal 48.28631-Aug-11 61894.15 1037.00 1058.000 3292924 5348987 0.98 Provisonal 48.28630-Sep-11 91171.77 1037.00 1062.000 3292924 5348987 0.98 Provisonal 48.28631-Oct-11 82560.05 1037.00 1193.000 3292924 5348987 0.87 Provisonal 48.286

7510211.57Total

RI (Portion of Total Value of Work Done

Duing the Month Payable in USD)

B (Base conversion Factor) 1 1USD=

Korean won

C (current conversion Factor)

1 1USD= Korean won

B (Base Index)

C (Current Index)

Exchange Ratio of Base Conversion Factor/Current

Conversioon Factor)

Status of Indicies

8 of 9



1,113.03 6,966.68 2,799.46 21,978.53 4,311.30 4,800.06 5,921.80 12,566.34 1,103.74 2,366.68 10,972.68 8,135.01 3,684.15 56,262.79 28,870.11 21,575.20 16,160.41 31,704.90 25,660.12 10,511.26 5,757.57 931.90 6,767.65 8,411.15 16,103.97 6,398.53 17,033.63 23,907.32 23,034.06 24,102.14 24,289.05 10,575.44 4,363.65 3,086.79 22.70 28.20 16,175.04 18,419.47 25,696.72 18,150.03 28,607.57 20,473.74 13,657.86 8,528.53 6,408.76 4,823.73 6,750.92 8,649.46 9,463.90 21,628.79 72,941.22 69,506.10 84,019.17 54,398.04 49,637.36 12,919.90 20,742.99 15,544.28 22,897.14 18,407.04

1,080,725.76

Escalation Amount (USD)

10= 0.85*(2) *(7)*(6-5)/6*7/10

0

Contractor Repersentive Consultant Repersentive


Summary of Escalation Indicies

Component of Escalation ( Applicable in Indian Currency) ( in USD Currency)

Sl. No. Month IPC NO. Labour Cement Bitumen Labour

Base Index 549 164.2 264.9 202.8 11648.00 33.55 197.2 3292924

1 November-06 IPC-01 602.49 F 198.80 F 253.30 F 203.00 F 20696.00 F 38.19 F 209.10 F 3716059 F

2 December-06 IPC-02 597.96 F 198.60 F 253.10 F 202.80 F 20696.00 F 37.03 F 208.40 F 5791859 F

3 January-07 IPC-03 597.96 F 198.40 F 252.90 F 203.90 F 19593.60 F 37.03 F 208.80 F 3580112 F

4 February-07 IPC-04 602.49 F 200.50 F 252.90 F 204.80 F 19073.60 F 37.03 F 208.90 F 6465734 F

5 March-07 IPC-05 597.96 F 210.70 F 254.40 F 203.70 F 19073.60 F 35.86 F 209.80 F 3713310 F

6 April-07 IPC-06 597.96 F 211.60 F 255.10 F 204.50 F 19073.60 F 35.86 F 211.50 F 3668332 F

7 May-07 IPC-07 597.96 F 211.90 F 255.10 F 205.20 F 19073.60 F 35.10 F 212.30 F 3639092 F

8 June-07 IPC-08 602.49 F 213.30 F 255.10 F 204.90 F 19467.00 F 35.08 F 212.30 F 3915749 F

9July-07 IPC-09 607.00 F 215.10 F 255.10 F 205.00 F 19467.00 F 35.08 F 213.60 F 3783105 F

August-07 IPC-09 607.02 F 215.60 F 255.10 F 205.00 F 19467.00 F 35.08 F 213.80 F 4390421 F

10 September-07 IPC-10 634.20 F 219.80 F 256.20 F 207.70 F 19467.00 F 35.08 F 215.10 F 4402236 F

11 October-07 IPC-11 634.20 F 220.00 F 258.30 F 208.90 F 19631.80 F 35.08 F 215.20 F 3739573 F







18 May-08 IPC-18 656.85 F 222.40 F 330.10 F 222.10 F 30117.20 F 37.33 F 231.10 F 4242947 F


Steel (Bar & Rods)

Plant, Machinery and Spare

Fuel and Lubrican

ts

Other Local

Materials







Steel (Bar & Rods)


Fuel and Lubrican

ts

Other Local

Materials


20 July-08 IPC-20 679.50 F 222.00 F 335.80 F 222.60 F 29090.40 F 38.73 F 240.00 F 4049174 F

21 August-08 IPC-21 684.03 F 223.30 F 335.80 F 222.60 F 31467.00 F 38.73 F 241.20 F 4049174 F









27 May-09 IPC-27 702.15 F 228.10 F 282.00 F 221.60 F 24490.20 F 34.33 F 234.30 F 3978728 F














Steel (Bar & Rods)


Fuel and Lubrican

ts

Other Local

Materials





35 May-10 IPC-35 815.40 F 223.20 F 340.90 F 237.40 F 29661.60 F 39.40 F 260.40 F 4410940 F












47 May-11 IPC-47 874.29 F 155.30 F 155.80 F 131.00 F 33394.80 F 41.78 F 152.40 F 5348987 F


49 July-11 IPC-49 901.47 F 153.00 F 156.40 F 131.80 F 32650.20 p 45.70 F 154.20 F 5348987 P

49 August-11 IPC-49 906.00 F 151.70 F 157.30 F 131.80 F 32629.80 p 45.70 F 154.90 F 5348987 P

49 September-11 IPC-49 910.53 F 151.10 P 157.70 F 131.80 F 33874.20 p 45.70 F 155.80 P 5348987 P

50 October-11 IPC-50 910.53 F 154.00 P 157.80 F 131.80 F 35751.00 p 45.70 F 156.80 P 5348987 P




( in USD Currency)

100.8

102.30 F

102.60 F

102.80 F

103.50 F

104.10 F

104.50 F

104.60 F

104.60 F

105.00 F

105.10 F

105.70 F

105.90 F

105.90 F

106.30 F

106.80 F

107.20 F

108.20 F

108.80 F

109.70 F


Plant, Machinery and

Overhead




( in USD Currency)



Overhead110.40 F

111.20 F

111.00 F

111.10 F

111.00 F

110.70 F

110.70 F

110.80 F

111.60 F

112.40 F

112.70 F

112.70 F

112.60 F

113.00 F

113.40 F

113.50 F

113.20 F

113.40 F

113.80 F




( in USD Currency)



Overhead114.20 F

114.60 F

115.00 F

115.60 F

115.70 F

115.50 F

115.90 F

116.30 F

117.60 F

117.80 F

117.10 F

117.80 F

118.90 F

119.80 F

120.40 F

120.40 F

120.40 F

120.60 F

121.40 F

122.50 F

122.60 F

122.40 F

Four Laning of Jhansi-Lakhnadon Section KM-297.000 to KM 351.000 of NH-26 in the state of Madhya Pradesh Package -ADB-II/C-8


STATEMENT OF XYZ Month IPC. No. CEMENT FACTOR (X) STEEL FACTOR (Y) BITUMEN FACTOR (Z)Nov-06 1 0.000 0.000 28.200Dec-06 2 0.000 0.000 22.230Jan-07 3 0.000 0.000 3.000Feb-07 4 1.230 0.940 0.000Mar-07 5 1.220 0.800 0.000Apr-07 6 1.850 0.730 0.670May-07 7 3.190 2.820 0.000Jun-07 8 3.170 2.680 0.000Jul-07 9 3.360 1.870 0.000Aug-07 9a 4.870 1.900 0.000Sep-07 10 7.890 3.850 2.090Oct-07 11 6.950 1.660 2.230Nov-07 12 6.050 1.910 0.590Dec-06 13 5.290 4.360 4.720Jan-08 14 5.640 7.430 2.100Feb-06 15 2.480 2.750 9.560Mar-08 16 2.830 1.800 12.620Apr-08 17 3.370 2.920 27.300May-08 18 3.280 2.340 32.290Jun-08 19 4.990 2.770 33.130Jul-08 20 6.310 4.460 26.580Aug-08 21 12.320 14.170 29.570Sep-08 21 8.670 16.670 42.980Oct-08 22 5.080 6.860 10.700Nov-08 22 6.530 10.870 14.790Dec-08 23 15.240 10.640 26.230Jan-09 23 4.010 1.660 34.420Feb-09 24 5.180 2.650 19.610Mar-09 25 4.570 2.930 15.220Apr-09 26 8.760 6.130 14.370May-09 27 5.970 4.670 20.430Jun-09 28 7.700 2.020 28.740Jul-09 28 13.560 14.680 33.850Aug-09 29 9.550 14.910 16.360Sep-09 29 0.000 0.000 0.000Oct-09 29 0.000 0.000 0.000Nov-09 29 7.510 11.200 14.980Dec-09 30 9.460 9.380 16.540Jan-10 31 11.480 14.850 3.730Feb-10 32 12.190 11.050 0.030Mar-10 33 21.410 13.060 0.000Apr-10 34 13.860 15.740 4.160May-10 35 20.030 14.690 0.000Jun-10 36 19.670 17.530 0.000Jul-10 37 18.770 20.570 0.000Aug-10 38 17.650 23.070 0.000Sep-10 39 17.020 17.130 0.000Oct-10 40 19.640 30.630 0.000Nov-10 41 15.980 28.620 0.000Dec-10 42 7.300 25.130 12.600Jan-11 43 5.450 15.220 24.430Feb-11 44 10.640 25.400 23.910Mar-11 45 10.360 20.100 18.910Apr-11 46 11.480 30.040 14.220May-11 47 12.800 35.360 12.930Jun-11 48 15.800 28.840 1.190Jul-11 49 14.190 48.750 5.170Aug-11 49 10.710 47.650 0.000Sep-11 49 6.880 50.710 0.000Oct-11 50 10.800 49.470 8.160

Total 502.190 761.040 675.540

Four Laning of Jhansi-Lakhnadon Section KM-297.000 to KM 351.000 of NH-26 in the state of Madhya Pradesh Package -ADB-II/C-8


STATEMENT OF XYZ OTHER LOCAL MATERIAL (60-X-Y-Z)

31.8037.7757.0057.8357.9856.7553.9954.1554.7753.2346.1749.1651.4545.6344.8345.2142.7526.4122.0919.1122.653.94-8.3237.3627.817.8919.9132.5637.2830.7428.9321.54-2.0919.1860.0060.0026.3124.6229.9436.7325.5326.2425.2822.8020.6619.2825.859.7315.4014.9714.900.0510.634.26-1.0914.17-8.111.642.41-8.43

1661.230

Contractor Repersentative 178 of 232 Consultant Repersentative

IPC-50 FOR THE MONTH OF OCTOBER -2011CALCULATION OF RI VALUE FOR ESCALATION

Month

1 Nov-06 6118907.00 5274926.00 19185.74 5334132 10609058.00

2 Dec-06 6369265.00 5490752.00 19970.74 5100842 10591594.00

3 Jan-07 22270331.00 19198584.00 69828.30 15403866 34602450.00

4 Feb-07 15968658.00 13766101.00 50069.49 13286144 27052245.00

5 Mar-07 23856329.00 20565826.00 74801.17 38961387 59527213.00

6 Apr-07 29475232.00 25409713.00 92419.16 5388316 30798029.00

7 May-07 39082766.00 33692080.00 122543.44 21644154 55336234.00

8 Jun-07 46095800.00 39737806.00 144532.71 -2371201 37366604.67

9 Jul-07 5098809.00 4395530.00 15987.24 -136975 4258555.33

9 Aug-07 4926684.00 4247146.00 15447.55 1355601 5602747.33

10 Sep-07 22801990.00 19656912.00 71495.31 -1037952 18618960.00

11 Oct-07 41243003.00 35554356.00 129316.83 -12896787 22657569.33

12 Nov-07 37150938.00 32026709.00 116486.22 924279 32950987.67

13 Dec-07 55102777.00 47502451.00 172773.95 298525 47800976.33

14 Jan-08 53543717.00 46158432.00 167885.54 -11982895 34175537.33

15 Feb-08 40378043.00 34808700.00 126604.76 -5506079 29302621.33

16 Mar-08 29971772.00 25837765.00 93976.05 -4173772 21663993.00

17 Apr-08 80560684.00 69448949.00 252596.84 -28245876 41203073.00

18 May-08 67100244.00 57845107.00 210391.83 -533024 57312083.00

19 Jun-08 28030847.00 24164552.00 87890.31 -347359 23817193.00

20 Jul-08 19677740.00 16963589.00 61699.27 39780943 56744532.00

21 Aug-08 3091310.00 2664926.00 9692.76 -441487 2223439.00

21 Sep-08 25163301.00 21692527.00 78899.16 1712996 23405523.00

22 Oct-08 30511163.00 26302758.00 95667.30 -40761623 -14458865.00

22 Nov-08 62067674.00 53506680.00 194612.28 -3730164 49776516.00

23 Dec-08 27787163.00 23954480.00 87126.24 2326969 26281449.00

23 Jan-09 66117746.00 56998125.00 207311.22 23101323 80099448.00

24 Feb-09 96510636.00 83198924.00 302607.68 65426577 148625501.00

25 Mar-09 104088124.00 89731249.00 326366.79 16362205 106093454.00

26 Apr-09 115291649.00 99389472.00 361495.27 -34454209 64935263.00

27 May-09 111882544.00 96450585.00 350806.08 -45507324 50943261.00


IPC NO.

Total work done (INR)

Work done (INR) @86.207%

Work done (USD)

@13.793 %

Material Advance (INR) at 100%

Total RI value in( INR)



Month


IPC NO.

Total work done (INR)


Work done (USD)

@13.793 %

Material Advance (INR) at 100%

Total RI value in( INR)

28 Jun-09 46973818.00 40494719.00 147285.72 -24275483 16219236.00

28 Jul-09 14820729.00 12776506.00 46470.18 -12464569 311937.00

29 Aug-09 10113970.00 8718950.00 31712.20 280319 8999269.00

29 Sep-09 76179.00 65672.00 238.86 -5020992 -4955320.00

29 Oct-09 76179.00 65672.00 238.86 -2828704 -2763032.00

29 Nov-09 43697329.00 37670156.00 137012.33 8791905.00 46462061.00

30 Dec-09 48654910.00 41943938.00 152556.76 -1151073.00 40792865.00

31 Jan-10 45695266.00 39392518.00 143276.84 961566.67 40354084.67

32 Feb-10 32638002.00 28136242.00 102335.98 15916700.00 44052942.00

33 Mar-10 50871508.00 43854801.00 159506.87 -2226475.00 41628326.00

34 Apr-10 50932866.00 43907696.00 159699.25 7921829.00 51829525.00

35 May-10 33611537.00 28975498.00 105388.48 425113.00 29400611.00

36 Jun-10 22963802.00 19796405.00 72002.66 969719.00 20766124.00

37 Jul-10 16235482.00 13996122.00 50906.12 -6748032.00 7248090.00

38 Aug-10 11670865.50 10061103.00 36593.83 -461695.00 9599408.00

39 Sep-10 16519253.00 14240752.00 51795.88 2805953.00 17046705.00

40 Oct-10 25882420.00 22312458.00 81153.95 -2380740.00 19931718.00

41 Nov-10 28015032.00 24150919.00 87840.72 9793416.00 33944335.00

42 Dec-10 65432669 56407541.00 205163.17 3263368.00 59670909.00

43 Jan-11 84212494 72597065.00 264047.04 5115393.00 77712458.00

44 Feb-11 79383695 68434302.00 248906.41 -378032.00 68056270.00

45 Mar-11 95959238 82723580.00 300878.78 -4832416.00 77891164.00

46 Apr-11 71262325 61433113.00 223441.98 -5367393.00 56065720.00

47 May-11 63685028 54900952.00 199683.47 1443843.00 56344795.00

48 Jun-11 16748981 14438794.00 52516.18 -2237101.00 12201693.00

49 Jul-11 26613376 22942593.00 83445.85 -95904.00 22846689.00

49 Aug-11 19739893 17017170.00 61894.15 -3448504.00 13568666.00

49 Sep-11 29077402 25066756.00 91171.77 1826740.00 26893496.00

50 Oct-11 26330867 22699051.00 82560.05 466473.00 23165524.00

Total 2395230962.00 2064856756.00 7510211.57 50346758.00 2115203514.00



19185.74

19970.74

69828.30

50069.49

74801.17

92419.16

122543.44

144532.71

15987.24

15447.55

71495.31

129316.83

116486.22

172773.95

167885.54

126604.76

93976.05

252596.84

210391.83

87890.31

61699.27

9692.76

78899.16

95667.30

194612.28

87126.24

207311.22

302607.68

326366.79

361495.27

350806.08


Total RI value in( USD)




Total RI value in( USD)

147285.72

46470.18

31712.20

238.86

238.86

137012.33

152556.76

143276.84

102335.98

159506.87

159699.25

105388.48

72002.66

50906.12

36593.83

51795.88

81153.95

87840.72

205163.17

264047.04

248906.41

300878.78

223441.98

199683.47

52516.18

83445.85

61894.15

91171.77

82560.05

7510211.57

IPC-50 FOR THE MONTH OF OCTOBER -2011Calculation for establishing the weighted percentage of Cement ( Overall Statement)

IPC NO Material Quantity (MT) Invoice Rate

1 CEMENT 0.000 0.000 0 5274926 0.0002 CEMENT 0.000 0.000 0 5490752 0.0003 CEMENT 0.000 0.000 0 19198584 0.0004 CEMENT 43.830 3877.000 169929 13766101 1.2305 CEMENT 64.785 3877.000 251171 20565826 1.2206 CEMENT 124.391 3780.000 470198 25409713 1.8507 CEMENT 264.832 4058.000 1074688 33692080 3.1908 CEMENT 261.254 4827.000 1261073 39737806 3.1709 CEMENT (July) 30.623 4827.000 147817 4395530 3.3609 CEMENT (Augus 47.420 4360.000 206751 4247146 4.870

10 CEMENT 359.175 4317.000 1550558 19656912 7.89011 CEMENT 572.887 4315.000 2472007 35554356 6.95012 CEMENT 485.743 3986.000 1936172 32026709 6.05013 CEMENT 546.575 4594.000 2510966 47502451 5.29014 CEMENT 688.600 3780.000 2602908 46158432 5.64015 CEMENT 173.744 4960.000 861770 34808700 2.48016 CEMENT 149.399 4897.000 731607 25837765 2.83017 CEMENT 520.934 4488.000 2337952 69448949 3.37018 CEMENT 481.228 3944.000 1897963 57845107 3.28019 CEMENT 308.902 3900.000 1204718 24164552 4.99020 CEMENT 239.868 4465.000 1071011 16963589 6.31021 CEMENT 73.530 4465.000 328311 2664926 12.32021 CEMENT 412.992 4556.000 1881592 21692527 8.67022 CEMENT 306.886 4351.000 1335261 26302758 5.08022 CEMENT 695.405 5023.000 3493019 53506680 6.53023 CEMENT 1019.438 3580.000 3649588 23954480 15.24024 CEMENT 583.408 3921.000 2287543 56998125 4.01024 CEMENT 1132.247 3810.000 4313861 83198924 5.18025 CEMENT 860.637 4764.000 4100075 89731249 4.57026 CEMENT 1627.494 5350.000 8707093 99389472 8.76027 CEMENT 1065.161 5407.000 5759326 96450585 5.970

28 (June) CEMENT 547.351 5693.000 3116069 40494719 7.70028 (July) CEMENT 322.434 5372.000 1732115 12776506 13.560

29 (August) CEMENT 212.749 3912.000 832274 8718950 9.55029 (September) CEMENT 0.000 3912.000 0 65672 0.000

29 (October) CEMENT 0.000 3912.000 0 65672 0.00029 (Nov) CEMENT 823.473 3435.000 2828630 37670156 7.51030 (Dec) CEMENT 932.563 4253.000 3966190 41943938 9.460

31 CEMENT 1001.221 4518.000 4523516 39392518 11.48032 CEMENT 749.138 4578.000 3429554 28136242 12.19033 CEMENT 1368.657 6860.000 9388987 43854801 21.41034 CEMENT 1509.533 4030.000 6083417 43907696 13.86035 CEMENT 1331.116 4361.000 5804998 28975498 20.03036 CEMENT 880.078 4424.000 3893466 19796405 19.67037 CEMENT 687.336 3822.000 2626998 13996122 18.77038 CEMENT 483.444 3673.000 1775690 10061103 17.65039 CEMENT 660.064 3673.000 2424415 14240752 17.02040 CEMENT 1085.311 4038.000 4382486 22312458 19.64041 CEMENT 1184.071 3260.000 3860071 24150919 15.98042 CEMENT 1335.497 3082.000 4116002 56407541 7.30043 CEMENT 1317.329 3001.000 3953304 72597065 5.45044 CEMENT 1561.880 4661.000 7279923 68434302 10.64045 CEMENT 1911.225 4483.000 8568022 82723580 10.36046 CEMENT 1485.295 4747.000 7050697 61433113 11.48047 CEMENT 1567.533 4484.000 7028818 54900952 12.80048 CEMENT 530.379 4300.000 2280631 14438794 15.800

49(July) CEMENT 823.791 3951.000 3254798 22942593 14.19049(Aug) CEMENT 556.818 3272.000 1821908 17017170 10.71049(Sep) CEMENT 553.963 3114.000 1725040 25066756 6.880

50 CEMENT 553.963 4427.000 2452392 22699051 10.8002064856756

Total 502.190


Consumption Amount


%tage of Cement component to be applied for Escalation Calculation



Calculation for establishing the weighted percentage of Steel ( Overall Statement)


1 Steel 0.000 26500.000 0 5274926 0.0002 Steel 0.000 26500.000 0 5490752 0.0003 Steel 0.000 26500.000 0 19198584 0.0004 Steel 5.833 22137.000 129125 13766101 0.9405 Steel 7.400 22137.000 163814 20565826 0.8006 Steel 8.328 22137.000 184357 25409713 0.7307 Steel 42.852 22137.000 948615 33692080 2.8208 Steel 48.054 22137.000 1063771 39737806 2.6809 Steel (July) 3.704 22137.000 81995 4395530 1.8709 Steel (August) 3.392 23836.000 80852 4247146 1.900

10 Steel 28.407 26611.000 755939 19656912 3.85011 Steel 22.182 26611.000 590285 35554356 1.66012 Steel 24.129 25336.000 611332 32026709 1.91013 Steel 81.151 25527.000 2071542 47502451 4.36014 Steel 134.290 25527.000 3428021 46158432 7.43015 Steel 37.547 25527.000 958462 34808700 2.75016 Steel 18.207 25527.000 464770 25837765 1.80017 Steel 46.398 43731.000 2029031 69448949 2.92018 Steel 30.896 43731.000 1351113 57845107 2.34019 Steel 15.281 43731.000 668253 24164552 2.77020 Steel 17.287 43731.000 755978 16963589 4.46021 Steel 8.864 42590.000 377518 2664926 14.17021 Steel 86.434 41828.000 3615361 21692527 16.67022 Steel 42.119 42814.000 1803283 26302758 6.86022 Steel 135.826 42814.000 5815254 53506680 10.87023 Steel 68.488 37211.000 2548507 23954480 10.64024 Steel 30.149 31392.000 946437 56998125 1.66024 Steel 76.955 28631.000 2203299 83198924 2.65025 Steel 91.856 28631.000 2629929 89731249 2.93026 Steel 212.096 28713.000 6089912 99389472 6.13027 Steel 143.936 31291.000 4503901 96450585 4.670

28 (June) Steel 27.302 29925.000 817012 40494719 2.02028 (July) Steel 62.933 29812.000 1876159 12776506 14.680

29 (August) Steel 47.075 27616.000 1300023 8718950 14.91029 (September) Steel 0.000 27616.000 0 65672 0.000

29 (October) Steel 0.000 27616.000 0 65672 0.00029 (Nov) Steel 152.055 27757.000 4220591 37670156 11.20030 (Dec) Steel 144.034 27314.000 3934145 41943938 9.380

31 Steel 172.829 33853.000 5850780 39392518 14.85032 Steel 102.083 30444.000 3107815 28136242 11.05033 Steel 188.091 30444.000 5726242 43854801 13.06034 Steel 188.610 36645.000 6911603 43907696 15.74035 Steel 130.511 32612.000 4256214 28975498 14.69036 Steel 105.516 32893.000 3470738 19796405 17.53037 Steel 88.714 32450.000 2878769 13996122 20.57038 Steel 73.337 31656.000 2321556 10061103 23.07039 Steel 77.047 31656.000 2439000 14240752 17.13040 Steel 187.441 36466.000 6835224 22312458 30.63041 Steel 194.530 35526.000 6910873 24150919 28.62042 Steel 315.746 44886.000 14172575 56407541 25.13043 Steel 271.575 40692.000 11050930 72597065 15.22044 Steel 417.727 41604.000 17379114 68434302 25.40045 Steel 406.957 40862.000 16629088 82723580 20.10046 Steel 451.175 40898.000 18452155 61433113 30.04047 Steel 463.230 41908.000 19413043 54900952 35.36048 Steel 97.457 42730.000 4164338 14438794 28.840

49(July) Steel 264.469 42291.000 11184658 22942593 48.75049(Aug) Steel 190.626 42539.000 8109039 17017170 47.65049(Sep) Steel 298.766 42550.000 12712493 25066756 50.710

50 Steel 259.715 43234.00 11228518 22699051 49.4702064856756

Total 761.040

Consumption Amount


%tage of Steel component to be applied for Escalation Calculation



Calculation for establishing the weighted percentage of Bitumen ( Overall Statement)


1 Bitumen 54.940 27074.00 1487446 5274926 28.2002 Bitumen 45.083 27074.00 1220577 5490752 22.2303 Bitumen 22.893 25199.00 576881 19198584 3.0004 Bitumen 0.000 0.00 0 13766101 0.0005 Bitumen 0.000 0.00 0 20565826 0.0006 Bitumen 6.771 25199.00 170622 25409713 0.6707 Bitumen 0.000 0.00 0 33692080 0.0008 Bitumen 0.000 0.00 0 39737806 0.0009 Bitumen( July) 0.000 25931.00 0 4395530 0.0009 Bitumen (August 0.000 25931.00 0 4247146 0.000

10 Bitumen 15.806 25931.00 409865 19656912 2.09011 Bitumen 30.633 25931.00 794344 35554356 2.23012 Bitumen 7.316 25931.00 189711 32026709 0.59013 Bitumen 81.377 27568.00 2243401 47502451 4.72014 Bitumen 34.140 28447.00 971181 46158432 2.10015 Bitumen 123.812 26884.00 3328562 34808700 9.56016 Bitumen 120.645 27027.00 3260672 25837765 12.62017 Bitumen 697.057 27197.00 18957859 69448949 27.30018 Bitumen 599.572 31156.00 18680265 57845107 32.29019 Bitumen 248.226 32256.00 8006778 24164552 33.13020 Bitumen 131.839 34196.00 4508366 16963589 26.58021 Bitumen 23.056 34174.00 787916 2664926 29.57021 Bitumen 272.806 34174.00 9322872 21692527 42.98022 Bitumen 82.518 34103.00 2814111 26302758 10.70022 Bitumen 244.379 32383.00 7913725 53506680 14.79023 Bitumen 220.124 28546.00 6283660 23954480 26.23023 Bitumen 589.057 33303.00 19617365 56998125 34.42023 Bitumen 678.975 24035.00 16319164 83198924 19.61025 Bitumen 571.512 23890.00 13653422 89731249 15.22026 Bitumen 694.386 20573.00 14285603 99389472 14.370

27 Bitumen 814.284 24197.00 19703230 96450585 20.430

28 (June) Bitumen 472.391 24633.00 11636408 40494719 28.740

28 (July) Bitumen 140.528 30776.00 4324890 12776506 33.850

29 (August) Bitumen 46.306 30809.00 1426626 8718950 16.360

29 (September) Bitumen 0.000 30809.00 0 65672 0.000

29 (October) Bitumen 0.000 30809.00 0 65672 0.000

29 (Nov) Bitumen 160.499 35159.00 5642984 37670156 14.980

30 (Dec) Bitumen 211.225 32850.00 6938739 41943938 16.540

31 Bitumen 44.745 32850.00 1469873 39392518 3.73032 Bitumen 0.282 32850.00 9264 28136242 0.03033 Bitumen 0.000 32850.00 0 43854801 0.00034 Bitumen 59.204 30854.00 1826680 43907696 4.16035 Bitumen 0.000 31091.00 0 28975498 0.00036 Bitumen 0.000 31091.00 0 19796405 0.00037 Bitumen 0.000 31091.00 0 13996122 0.00038 Bitumen 0.000 31091.00 0 10061103 0.00039 Bitumen 0.000 31091.00 0 14240752 0.00040 Bitumen 0.000 31091.00 0 22312458 0.00041 Bitumen 0.000 31091.00 0 24150919 0.00042 Bitumen 235.923 30124.00 7106944 56407541 12.60043 Bitumen 590.911 30018.00 17737966 72597065 24.43044 Bitumen 540.375 30282.00 16363636 68434302 23.91045 Bitumen 491.955 31798.00 15643185 82723580 18.91046 Bitumen 245.546 35571.00 8734317 61433113 14.22047 Bitumen 189.103 37526.00 7096279 54900952 12.93048 Bitumen 3.895 44086.00 171715 14438794 1.190

49(July) Bitumen 25.859 45907.00 1187109 22942593 5.17049(Aug) Bitumen 0.000 0.00 0 17017170 0.00049(Sep) Bitumen 41.097 0.00 0 25066756 0.000

50 Bitumen 41.097 45086.00 1852899 22699051 8.1602064856756

Total 675.540

Consumption Amount


%tage of Bitumen component to be applied for Escalation Calculation



IPC-50 FOR THE MONTH OF OCTOBER -2011(Ref.Contract conditions clause No .60)

GSB Consumption StatementName of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

Description Unit

1 2 3 4=5+8 5 6 7

3.01 cum 463627.00 463627.00 0.000 -

Total Quantity (Cum) 463627.00 463627.00

BOQ Item No.

Up to date Consumed

Quantity

Up to Previous

Month Consumed Quantity

This Month Excuted Quantity

As per Mix design Bulk density

2.285MT/cum (MT)

Constructions of Granular sub-base.




GSB Consumption Statement

8 = 7/1.6

0.00

0.00

Total Quantity Consumed in

(Cum)




(Ref.Contract conditions clause No .60)

Aggregate Consumption Statement (40 mm)Name of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

Description Unit

3.02 cum 207,600.640 277,178.036 207600.64 277178.036 0.000 1.462

Total Quantity ( MT) 286045.35 286045.35

Gross Quantity.(Cum) 178,779.00 178,779.00

BOQ Item No.

Up to date Quantity

Up to date Consumption

(MT)

Up to Previous Month

Quantity


Consumption (MT)

This Month BOQ Qty

As per Mix design ,Consumption of

40 mm Agrregate /Cum

(MT)

Construction of Wet Mix Macadam(WMM) MDD= 2.320 MT/Cum





Aggregate Consumption Statement (40 mm)

0.00

0

0

Quantityof 40 mm

Aggregate Consumed

(MT)



(Ref.Contract conditions clause No .60)Aggregate Consumption Statement- (20 mm)

Name of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

Description Unit

3.02 cum 207,600.637 215,973.692 207600.637357 215973.692 0.000 0.394

4.03 cum 38,920.750 20,826.122 38920.750441 20826.122 0.000 0.564

4.04 cum 48,224.990 31,615.616 48224.99 31615.616 0.000 0.810

4.05 cum 5,377.870 3,819.639 5066.37 3726.189 311.500 0.300

4.06 cum 0.000 0.000 0 0 0.000 0.000

5.02 cum 2,394.924 1,793.795 2378.444 1781.455 16.480 0.749

5.03 cum 11,633.706 8,108.684 11633.70553951 8108.684 0.000 0.697

5.04 cum 5,861.100 3,815.585 5861.1 3815.585 0.000 0.651

5.05 cum 309.770 201.656 309.77 201.656 0.000 0.651

5.08 Cum 376.296 0.000 371.58 0 4.716 0.000

5.11 Cum 197.400 128.512 172.2 112.102 25.200 0.651

5.12 Cum 7.140 0.000 7.14 0 0.000 0.000

5.15 Lm 0.000 0.000 0 0 0.000 0.736

BOQ Item No.

Up to date Quantity


(MT)

Up to Previous Month Quantity


Consumption (MT)

This Month BOQ Qty

As per Mix design ,Consumption

of 20 mm Agrregate /Cum (MT)


Providing and laying Bituminous Macadam(BM) Marshall Density= 2.350 Mt/Cum

Providing and laying Dense Graded Bituminous Macadam (DBM) Marshall Density= 2.455 MT/Cum

Providing and laying Bituminous Concrete (BC)

Providing and laying 25mm thick Semi Dense Bitumenous Concrete (SDBC)

Providing and laying in position Plain Cement Concrete in M-15 grade leveling course.

Providing and laying in position plain Cement Concrete of Grade M20

Providing and laying in position Reinforced Cement Concrete grade M 25.

Providing and laying in position Reinforced Cement Concrete grade M25.

Providing and laying 150mm thick flat rigid apron embedded in 300mm thick concrete grade M15.

providing and laying in position Reinforced Cement Concrete grade M 25 in approach slabs.

Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers.

Providing and laying in position Reinforced Cement Concrete M35.





Description UnitBOQ Item

No. Up to date

Quantity


(MT)



Consumption (MT)

This Month BOQ Qty



5.20 Providing and laying filter media. Cum 856.550 0.000 856.55 0 0.000 0.000

6.05 Cum 1,829.680 1,370.413 1,807.48 1353.783 22.200 0.749

6.06 (a) Grade M 30 Cum 3,234.900 2,390.593 3,234.90 2390.593 0.000 0.739

6.06 (b) Grade M 35 Cum 7,708.460 5,673.432 7,708.46 5673.432 0.000 0.736

6.09 Cum 824.390 606.751 824.39 606.751 0.000 0.736

6.10 Cum 11,609.220 8,544.388 11,609.22 8544.388 0.000 0.736

6.12 Cum 2,074.740 1,350.659 2,074.74 1350.659 0.000 0.651

6.14 Cum 163.280 106.294 163.28 106.294 0.000 0.651

6.15 Cum 1,604.460 1,180.878 1,604.46 1180.878 0.000 0.736

6.16 Cum 8,336.370 6,135.573 8,336.37 6135.573 0.000 0.736

6.19 Cum 4,981.040 3,666.053 4,981.04 3666.053 0.000 0.736

6.20 (a) Grade M 35 Cum 11,879.800 8,743.551 11,758.09 8653.971 121.710 0.736

6.21(a)(a) T-Beam and Slab of grade M 30

Cum 1,029.695 760.950 899.64 664.84 130.050 0.739

6.21(b) (b) Box Girder of grade M 35 Cum 971.240 714.840 882.10 649.23 89.140 0.736

6.21(c)(c) RCC Slab over PSC girders grade M45

Cum 1,035.970 486.730 936.07 431.88 99.900 0.549

6.23( a)(a) Grade M45 in Box girder

Cum 3,258.314 1,788.810 2,853.07 1566.33 405.240 0.549

Providing and laying in position plain Cement Concrete of Grade M 15.

P&L in position Reinforced Cement Concrete of Grade M35.

Providing & laying in position Reinforced Cement Concrete of Grade M35.

Providing and laying in position Plain Cement Concrete grade M25 in bottom Plug with 10% extra cement.

Providing and laying in position Plain Cement Concrete grade M25 in Top / Intermediate Plug.

Reinforced Cement Concrete grade M35 in well cap.

Bored Cast-in-situ vertical piles of dia 1200mm RCC grade M-35.

Reinforced Cement concrete in M35 grade for Pile cap






No. Up to date

Quantity


(MT)



Consumption (MT)

This Month BOQ Qty



6.23(b) Cum 2,014.996 1,106.224 1,729.68 949.584 285.320 0.549

6.30 Cum 0.000 0.000 - 0 0.000 0.739

6.31 Cum 0.000 0.000 - 0 0.000 0.749

6.32 Cum 84.140 0.000 45.40 0 38.740 0.000

6.34RCC M35 in kerbs/railing/median kerbs

Lm 0.000 0.000 - 0 0.000 0.000

6.38Providing and laying filter media.

Cum 0.000 0.000 - 0 0.000 0.000

6.41 Cum 0.000 0.000 - 0 0.000 0.000

6.42(a) cum 3,013.245 2,217.766 3,013.24 2217.766 0.000 0.736

6.42© Cum 0.000 0.000 - 0 0.000 0.000

7.02 Lm 2,156.550 391.699 2156.55 391.699 0.000 0.182

7.03 Lm 0.000 0.000 0 0 0.000 0.000


Providing and laying in position Reinforced Cement Concrete grade M 30 in approach slabs.

PCC M15 grade leveling course below approach slab.

Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers including reinforcement.

Providing and laying filter material underneath stone pitching in slope.

(a) P& e Precast concrete facia panels of M-35 grade including reinforcement, soil reinforcing element.

(c) P, L in position RCC crash barriers in M40 grade concrete with friction slab including reinforcement.

Construction of open cross drains in median on superelevated section with PCC grade M20 including leveling course in cement concrete M15.

Cement concrete open drain in M20 grade including execavation, dressing the sides and bottom, proving levelling course with cement concrete M15 grade.






No. Up to date

Quantity


(MT)



Consumption (MT)

This Month BOQ Qty



7.04 Lm 0.000 0.000 0 0 0.000 0.000

7.05 cum 0.000 0.000 0 0 0.000 0.000

7.07 Lm 0.000 0.000 0 0 0.000 0.000

7.08 Nos. 0.000 0.000 0 0 0.000 0.000

8.10 Lm 73,050.774 3,411.398 73050.774 3411.398 0.000 0.047

8.11 Lm 5,270.000 382.002 5270 382.002 0.000 0.072

10.03 Carrying out repairs to pot holes. cum 2,947.352 1,559.669 2947.352 1559.669 0.000 0.564

10.04 Providing Renewal Coat with Mix Seal. cum 3,217.379 966.214 3217.379 966.214 0.000 0.300

11.01 cum 0.000 0.000 0 0 0.000

11.02 cum 0.000 0.000 0 0 0.000

11.03 cum 0.000 0.000 0 0 0.000

Total Quantity ( MT) 339,838.188 339,014.088


Construction of cement concrete open drain with cover in M20 grade including execavation, dressing the sides and bottom, levelling course with cement concrete M15 grade.

Providing and laying filter media 200 mm thick beneath the stone pitching.


Construction of Energy Dissipation Basin at toe of Chutes in M15 cement.

Providing and laying M20 grade cement concrete kerb.

Providing and laying M20 grade cement concrete kerb with channel.

Providing & Construction of Dry Lean Cement Concrete Base in cement concrete of grade M-15.

Construction M40 grade cement concrete pavement in Toll Plaza.

Construction of M40 grade reinforced cement concrete transition slab.




0.000

0.000

0.000

93.450

0.000

12.340

0.000

0.000

0.000

0.000

16.410

0.000

0.000

Quantityof 20 mm Aggregate

Consumed(MT)





Consumed(MT)

0.000

16.630

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

89.580

96.110

65.610

54.850

222.480





Consumed(MT)

156.640

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000





Consumed(MT)

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

824

515




Aggregate Consumption Statement- (10 mm)Name of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

Description Unit

3.02 cum 207600.637 119,420.124 207600.637 119420.124 0.000 0.000

4.03 cum 38920.750 31,306.331 38920.750 31306.331 0.000 1.175

4.04 cum 48224.990 28,432.288 48224.990 28432.288 0.000 0.491

4.05 cum 5377.870 1,273.463 5066.370 1242.463 311.500 0.100

4.06 cum 0.000 0.000 0.000 0 0.000 0.000

5.02 cum 2394.924 1,795.325 2378.444 1783.325 16.480 0.749

5.03 cum 11633.706 8,108.954 11633.706 8108.954 0.000 0.697

5.04 cum 5861.100 3,815.295 5861.100 3815.295 0.000 0.651

5.05 cum 309.770 201.176 309.770 201.176 0.000 0.651

5.08 Cum 376.296 0.000 371.580 0 4.716 0.000

5.11 Cum 197.400 128.102 172.200 112.102 25.200 0.651

5.12 Cum 7.140 0.000 7.140 0 0.000 0.000

BOQ Item No.

Up to date Quantity


(MT)


Quantity


Consumption (MT)

This Month BOQ Qty

As per Mix design ,Consumpti

on of 20 mm Agrregate /Cum

(MT)


Providing and laying Bituminous Macadam(BM) Marshall Density= 2.350 Mt/Cum

Providing and laying Dense Graded Bituminous Macadam (DBM) Marshall Density= 2.455 MT/Cum





Providing and laying in position Reinforced Cement Concrete grade M 25.Providing and laying in position Reinforced Cement Concrete grade M25.









No. Up to date

Quantity


(MT)


Quantity


Consumption (MT)

This Month BOQ Qty



(MT)

5.15 Lm 0.000 0.000 0.000 0 0.000 0.491

5.20 Providing and laying filter media. Cum 856.550 0.000 856.550 0 0.000 0.000

6.05 Cum 1829.680 1,372.563 1807.480 1355.563 22.200 0.749

6.06 (a) Grade M 30 Cum 3234.900 1,591.329 3234.900 1591.329 0.000 0.492 6.06 (b) Grade M 35 Cum 7708.460 3,785.034 7708.460 3785.034 0.000 0.491

6.09 Cum 824.390 404.775 824.390 404.775 0.000 0.491

6.10 Cum 11609.220 5,699.933 11609.220 5699.933 0.000 0.491

6.12 Cum 2074.740 1,350.959 2074.740 1350.959 0.000 0.651

6.14 Cum 163.280 106.554 163.280 106.554 0.000 0.651

6.15 Cum 1604.460 787.247 1604.460 787.247 0.000 0.491

6.16 Cum 8336.370 4,093.595 8336.370 4093.595 0.000 0.491

6.19 Cum 4981.040 2,444.430 4981.040 2444.43 0.000 0.491

6.20 (a) Grade M 35 Cum 11879.800 5,833.387 11758.090 5773.387 121.710 0.491

6.21(a)(a) T-Beam and Slab of grade M 30

Cum 1029.695 507.000 899.645 443 130.050 0.492

6.21(b) (b) Box Girder of grade M 35 Cum 971.240 477.000 882.100 433 89.140 0.491

6.21(c) Cum 1035.970 487.000 936.070 432 99.900 0.549



P&L in position Reinforced Cement Concrete of Grade M35.Providing & laying in position Reinforced Cement Concrete of Grade M35.






(c) RCC Slab over PSC girders grade M45






No. Up to date

Quantity


(MT)


Quantity


Consumption (MT)

This Month BOQ Qty



(MT)

6.23( a)(a) Grade M45 in Box girder

Cum 3258.314 1,787.000 2853.074 1565 405.240 0.549

6.23(b) Cum 2014.996 1,106.064 1729.676 949.064 285.320 0.549

6.30 Cum 0.000 0.000 0.000 0 0.000 0.492

6.31 Cum 0.000 0.000 0.000 0 0.000 0.749

6.32 Cum 84.140 0.000 45.400 0 38.740 0.000

6.34RCC M35 in kerbs/railing/median kerbs

Lm 0.000 0.000 0.000 0 0.000 0.000

6.38Providing and laying filter media.

Cum 0.000 0.000 0.000 0 0.000 0.000

6.41 Cum 0.000 0.000 0.000 0 0.000 0.000

6.42(a) cum 3013.245 1,480.779 3013.245 1480.779 0.000 0.491

6.42© Cum 0.000 0.000 0.000 0 0.000 0.000

7.02 Lm 2156.550 392.469 2156.550 392.469 0.000 0.182

7.03 Lm 0.000 0.000 0.000 0 0.000 0.000















No. Up to date

Quantity


(MT)


Quantity


Consumption (MT)

This Month BOQ Qty



(MT)

7.04 Lm 0.000 0.000 0.000 0 0.000 0.000

7.05 cum 0.000 0.000 0.000 0 0.000 0.000

7.07 Lm 0.000 0.000 0.000 0 0.000 0.000

7.08 Nos. 0.000 0.000 0.000 0 0.000 0.000

8.10 Lm 73050.774 3,412.068 73050.774 3412.068 0.000 0.047

8.11 Lm 5270.000 382.582 5270.000 382.582 0.000 0.072

10.03 Carrying out repairs to pot holes. cum 2947.352 2,123.139 2947.352 2123.139 0.000 1.175

10.04 Providing Renewal Coat with Mix Seal. cum 3217.379 321.738 3217.379 321.738 0.000 0.100

11.01 cum 0.000 0.000 0.000 0 0.000

11.02 cum 0.000 0.000 0.000 0 0.000

11.03 cum 0.000 0.000 0.000 0 0.000

Total Quantity ( MT) 234,428.000 233,750.000


Construction of cement concrete open drain with cover in M20 grade including execavation, dressing the sides and bottom, levelling course with cement concrete M15 grade.Providing and laying filter media 200 mm thick beneath the stone pitching.











Aggregate Consumption Statement- (10 mm)

0.000

0.000

0.000

31.000

0.000

12.000

0.000

0.000

0.000

0.000

16.000

0.000


Consumed(MT)






Consumed(MT)

0.000

0.000

17.000

0.000 0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

60.000

64.000

44.000

55.000






Consumed(MT)

222.000

157.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000






Consumed(MT)

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

678

424




Sand Consumption StatementName of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

Description Unit

2.10 Filling of wells cum 6943.54 10007.34 6943.54 10007.34 0.00 0.000

5.02 cum 2394.92 1882.41 2378.44 1870.56 16.48 0.719

5.03 cum 11633.71 9280.47 11633.71 9280.47 0.00 0.729

5.04 cum 5861.10 4386.07 5861.10 4386.07 0.00 0.681

5.05 cum 309.77 230.47 309.77 230.47 0.00 0.681

5.08 Cum 376.30 0.00 371.58 0.00 4.72 0.000

5.11 Cum 197.40 146.44 172.20 129.28 25 0.681

5.12 Cum 7.14 0.00 7.14 0.00 0 0.000

5.15 Lm 0.00 0.00 0.00 0.00 0 0.039

5.19 providing and laying back filling. Cum 8923.06 14064.65 8923.06 14064.65 0.00 0.000

6.05 Cum 1829.68 1405.16 1807.48 1389.20 22.20 0.719

6.06 (a) Grade M 30 Cum 3234.90 2276.46 3234.90 2276.46 - 0.644

6.06 (b) Grade M 35 Cum 7708.46 5502.08 7708.46 5502.08 0.00 0.671

6.09 Cum 824.39 609.81 824.39 609.81 - 0.671

6.10 Cum 11609.22 8544.48 11609.22 8544.48 0.00 0.671

6.12 Cum 2074.74 1683.33 2074.74 1683.33 0.00 0.749

6.13 Cum 3880.07 6070.71 3880.07 6070.71 - 0.000

6.14 Cum 163.28 120.35 163.28 120.35 - 0.681

6.15 Cum 1604.46 1138.77 1604.46 1138.77 - 0.671

6.16 Cum 8336.37 6062.31 8336.37 6062.31 0.00 0.671

6.19 Cum 4981.04 3519.79 4981.04 3519.79 0.00 0.671

6.20 (a) Grade M 35 Cum 0.00 0.00 0.00 0.00 - 0.671

6.21(a) (a) T-Beam and Slab of grade M 30 Cum 1029.70 663.12 899.64 579.37 130.05 0.644


BOQ Item No.

Up to date Quantity


(MT)


Quantity


Consumption (MT)

This bill BOQ Qty

As per Mix design ,Consumption of Sand /Cum

(MT)


Providing and laying in position plain Cement Concrete of Grade M20Providing and laying in position Reinforced Cement Concrete grade M 25.Providing and laying in position Reinforced Cement Concrete grade M25.







Providing & laying in position Reinforced Cement Concrete of Grade M35.Providing and laying in position Plain Cement Concrete grade M25 in bottom Plug with 10% extra cement.

Providing and filling clean, sieved, approved sand in the dredge holes of the wells.










No. Up to date

Quantity


(MT)


Quantity


Consumption (MT)

This bill BOQ Qty


(MT)

6.21(c) Cum 1035.97 594.87 936.07 527.84 99.90 0.671

6.23( a) (a) Grade M45 in Box girder Cum 3258.31 2310.15 2853.07 2022.83 405.24 0.709

6.23(b) Cum 2014.99 1450.20 1729.67 1247.91 285.32 0.709

6.30 Cum 0.00 0.00 0.00 0.00 - 0.644

6.31 Cum 0.00 0.00 0.00 0.00 - 0.719

6.32 Cum 84.14 0.00 45.40 0.00 38.74 0.000

6.34 Lm 0.00 0.00 0.00 0.00 - 0.000

6.37 providing and laying back filling. Cum 0.00 0.00 0.00 0.00 0 0.00

6.41 Cum 0.00 0.00 0.00 0.00 - 0.000

6.42(a) sqm 3013.24 2081.18 3013.24 2081.18 0.00 0.671

6.42 (b) Cum 0.00 0.00 0.00 0.00 - 0

6.42© Cum 0.00 0.00 0.00 0.00 - 0

7.02 Lm 2156.55 407.16 2156.55 407.16 0.00 0.185

7.03 Lm 0.00 0.00 0.00 0.00 0.00 0.000

7.04 Lm 0.00 0.00 0.00 0.00 0 0.00

7.05 cum 0.00 0.00 0.00 0.00 0 0.000

7.07 Lm 0.00 0.00 0.00 0.00 0 0.000

7.08 Nos. 0.00 0.00 0.00 0.00 0 0.00

8.10 Lm 73050.78 3831.17 73050.78 3831.17 0 0.05

(c) RCC Slab over PSC girders grade M45





RCC M35 in kerbs/railing/median kerbs



(b) P, L, Grading and compaction with selected earth meeting the approved design parameters.




Construction of cement concrete open drain with cover in M20 grade including execavation, dressing the sides and bottom, levelling course with cement concrete M15 grade.Providing and laying filter media 200 mm thick beneath the stone pitching.

Construction of drainage chute on high embankment slopes in superelevated section in cement concrete M-20 with base concrete in M-15.








No. Up to date

Quantity


(MT)


Quantity


Consumption (MT)

This bill BOQ Qty


(MT)

8.11 Lm 5270.00 419.00 5270.00 419.00 0 0.076

11.01 cum 0.00 0.00 0.00 0.00 0 0.000

11.02 cum 0.00 0.00 0.00 0.00 0 0.000

11.03 cum 0.00 0.00 0.00 0.00 0 0.000

Total Quantity (MT) 89340.00 88594.00

Total Quantity (Cum) 61615.00 61101.00







Sand Consumption Statement

0.00

11.85

0.00

0.00

0.00

0.00

17.16

0.00

0.00

0.00

15.96

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

83.75

59.81

Quantityof Sand

Consumed (MT)




Quantityof Sand

Consumed (MT)

67.03

287.32

202.29

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00




Quantityof Sand

Consumed (MT)

0.00

0.00

0.00

0.00

745.17

514



Steel Consumption StatementName of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

Description Unit

1 2 3 4 5 6

5.06 MT

419.012 419.012 0.000

6.22 MT

(a) (a) In Foundation MT 2661.871 2661.411 0.460

(b) (b) In Sub Structure MT 1676.755 1661.169 15.586

(c) (c) In Super Structure MT 2021.343 1777.674 243.669

6.42(a) RE wall MT 82.339 82.339 0.000 Total Quantity (MT) 6,861.320 6,601.605


BOQ Item No.

Up to date Quantity


Quantity

This Month

BOQ Qty


Providing & fixing in position HYSD (TMT) Fe 415 grade reinforcement bars in foundations, substructures, superstructures etc. complete as per drawings and Technical Specifications Sections 1600



Steel Consumption Statement

7

0.000

0.460

15.586

243.669

0.000259.715


Quantity Certified in IPC (MT)

Contractor Repersentative 213 of 232 of Bitumen Consumption Consultant Repersentative


(Ref.Contract conditions clause No .60)Bitumen Consumption Statement


Description Unit

1 2 3 4 5 6 8 9 10

4.03 cum 2.402 3.500 28,410.88 2,388.50 38,123.35 3,032.94 -

2.350 3.500 10,509.87 864.44 797.40 65.59 -

4.04 cum 2.510 4.700 34,884.68 4,115.35 47,096.75 5,325.23 -

2.455 4.600 13,305.82 1,502.63 1,128.24 127.42 -

4.05 cum 2.525 5.250 4,870.37 645.63 4,870.37 623.46 -

2.513 5.250 507.50 66.96 196.00 25.86 311.50

4.06 cum - - - - - - -

6.25 sqm - - - - - - -

10.03 cum 2.402 3.500 2,613.73 219.74 2,947.35 221.74 -

Carrying out repairs to pot holes. from Panjra Plant 2.350 3.500 333.63 27.44 - - -

10.04 Providing Renewal Coat with Mix Seal. cum 2.304 4.210 3,217.38 312.08 3,217.38 343.21 -

Total Quantity 9,806.531 9,765.434

BOQ Item No.

Density T/Cum

Bitumen Content in %

Up to date Quantity


(MT)


Quantity


Consumption (MT)

This Month BOQ Qty

7 = (4)*(5)/100*(6)

Providing and laying Bituminous Macadam(BM) from Chawarapatha Plant

Providing and laying Bituminous Macadam(BM) from Panjra Plant

Providing and laying Dense Graded Bituminous Macadam (DBM) Chawarapatha Plant

Providing and laying Dense Graded Bituminous Macadam (DBM) Panjra Plant

Providing and laying Bituminous Concrete from Chawarpatha Plant. (BC)

Providing and laying Bituminous Concrete from Panjara Plant. (BC)


Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with a 25 mm thick layer of mastic asphalt.

Carrying out repairs to pot holes. from Chawarapatha Plant

A22

Bhushan:

Contractor Repersentative 214 of 232 of Bitumen Consumption Consultant Repersentative

IPC-50 FOR THE MONTH OF OCTOBER -2011(Ref.Contract conditions clause No .60)Bitumen Consumption Statement

12

-

-

-

-

-

41.097

-

-

-

-

-

41.097

Quantityof Bitumen

Consumed (MT)

Contractor Repersentive 215 of 232 Consultant Repersentive



Cement Consumption StatementName of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

Description Unit

4.04 cum 48,224.990 2,685.508 48,224.990 2,685.508 0.000 0.047

5.02 cum 2,394.924 598.732 2,378.444 594.612 16.48 0.250

5.03 cum 11,633.706 3,606.449 11,633.706 3,606.449 0.00 0.310

5.04 cum 5,861.100 2,344.440 5,861.100 2,344.440 0.00 0.400

5.05 cum 309.770 123.908 309.770 123.908 0.00 0.400

5.08 Cum 376.296 94.075 371.580 92.896 4.72 0.250

5.11 Cum 197.400 78.960 172.200 68.880 25.20 0.400

5.12 Cum 7.140 - 7.140 - 0.00 0.00

5.15 Lm - - - - 0.00 0.432

6.05 Cum 1,829.680 457.420 1,807.480 451.870 22.20 0.250

6.06 (a) Grade M 30 Cum 3,234.900 1,358.658 3,234.900 1,358.658 0.00 0.420

6.06 (b) Grade M 35 Cum 7,708.460 3,330.055 7,708.460 3,330.055 0.00 0.432

6.09 Cum 824.390 356.136 824.390 356.136 - 0.432

6.10 Cum 11,609.220 5,015.183 11,609.220 5,015.183 0.0 0.432

6.12 Cum 2,074.740 912.886 2,074.740 912.886 0.00 0.44

6.14 Cum 163.280 65.312 163.280 65.312 0.00 0.400

6.15 Cum 1,604.460 693.127 1,604.460 693.127 0.00 0.432

6.16 Cum 8,336.370 3,601.310 8,336.370 3,601.310 0.00 0.432

6.19 Cum 4,981.040 2,151.811 4,981.040 2,151.811 0.00 0.432

6.2 (a) Grade M 35 Cum 11,879.800 5,132.074 11,758.090 5,079.495 121.71 0.432

BOQ Item No.

Up to date Quantity


(MT)


Quantity


Consumption (MT)

BOQ Qty This bill


Cement /Cum (MT)

Providing and laying Dense Graded Bituminous Macadam (DBM)



Providing and laying in position Reinforced Cement Concrete grade M 25.

Providing and laying in position Reinforced Cement Concrete grade M25.







Providing & laying in position Reinforced Cement Concrete of Grade M35.










Description UnitBOQ Item No.

Up to date Quantity


(MT)


Quantity


Consumption (MT)

BOQ Qty This bill


Cement /Cum (MT)

6.21(a) (a) T-Beam and Slab of grade M 30 Cum 1,029.695 432.472 899.645 377.851 130.05 0.420


6.21(c) (c) RCC Slab over PSC girders grade M45 Cum 1,035.970 361.194 936.070 312.243 99.90 0.49

6.23( a) (a) Grade M45 in Box girder Cum 3,258.314 1,596.574 2,853.074 1,398.006 405.24 0.49

6.23(b) Cum 2,014.992 987.349 1,729.672 847.542 285.32 0.49

6.30 Cum - - - - 0.00 0.420

6.31 Cum - - - - 0.00 0.25

6.32 Cum 84.140 - 45.400 - 38.74 0.000

6.34 RCC M35 in kerbs/railing/median kerbs Lm - - - - 0.00 0

6.42(a) cum 3,013.245 1,301.722 3,013.245 1,301.722 0.00 0.432

6.42© Cum - - - - 0.00 0.000

7.02 Lm 2,156.550 160.771 2,156.550 160.771 0.00 0.075

7.03 Lm - - - - 0.00 0.000

7.04 Lm - - - - 0.00 0.00

7.07 Lm - - - - 0.00 0.000

7.08 Nos. - - - - 0.00 0.00



PCC M15 grade leveling course below approach slab.Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers including reinforcement.





Construction of cement concrete open drain with cover in M20 grade including execavation, dressing the sides and bottom, levelling course with cement concrete M15 grade.







Description UnitBOQ Item No.

Up to date Quantity


(MT)


Quantity


Consumption (MT)

BOQ Qty This bill


Cement /Cum (MT)

8.10 Lm 73,050.777 1,517.265 73,050.777 1,517.265 0.00 0.021

8.11 Lm 5,270.000 169.904 5,270.000 169.904 0.00 0.032

11.01 cum - - - - 0.00 0.000

11.02 cum - - - - 0.00 0.00

11.03 cum - - - - 0.00 0.00

Total Quantity (MT) 39,552.868 38,998.905









Cement Consumption Statement

-

4.120

-

-

-

1.179

10.080

-

-

5.550

-

-

-

-

-

-

-

-

-

52.579

Quantityof Cement

Consumed (MT)





Quantityof Cement

Consumed (MT)

54.621

38.508

48.951

198.568

139.807

-

-

-

-

-

-

-

-

-

-

-





Quantityof Cement

Consumed (MT)

-

-

-

-

-

553.963

Contractor Repersentative 221 of 232 of RE wall steel Consultant Repersentative



RE Wall Steel Consumption StatementName of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

1 SH-4 93 211.000 155.000 66.000 258.000 210.000 0.000 0.000 0.000 88.000 222.000 77.000 0.000 0.000 1,380.000

2 S-4 0 175.000 178.000 190.000 186.000 130.000 110.000 326.000 448.000 190.000 0.000 127.000 168.000 227.000 2,455.000

3 PH-2 0 0.000 32.000 52.000 72.000 64.000 22.000 60.000 88.000 54.000 14.000 0.000 0.000 0.000 458.000

4 P2 0 74.000 34.000 0.000 12.000 0.000 0.000 0.000 0.000 0.000 24.000 37.000 26.000 16.000 223.000

5 TA-6 0 66.000 22.000 0.000 0.000 16.000 22.000 35.000 0.000 0.000 0.000 0.000 0.000 0.000 161.000

6 TB-6 0 0.000 0.000 0.000 76.000 38.000 0.000 0.000 0.000 0.000 8.000 34.000 14.000 0.000 170.000

7 TC-4 0 0.000 40.000 50.000 4.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.000 22.000 125.000

8 TD-4 0 0.000 0.000 0.000 0.000 0.000 0.000 20.000 85.000 54.000 30.000 0.000 0.000 0.000 189.000

9 FA-4 10 68.000 22.000 0.000 0.000 16.000 22.000 34.000 0.000 0.000 0.000 0.000 0.000 0.000 172.000

10 FB-4 - 0.000 41.000 52.000 4.000 0.000 0.000 0.000 0.000 0.000 0.000 30.000 23.000 12.000 162.000

11 FC-2 0 0.000 0.000 0.000 80.000 36.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000 118.000

12 FD-2 0 0.000 0.000 0.000 0.000 0.000 0.000 20.000 85.000 54.000 36.000 0.000 0.000 0.000 195.000

13 QH160 0 0.000 0.000 0.000 0.000 0.000 0.000 18.000 15.000 4.000 0.000 0.000 0.000 0.000 37.000

Up to Toatl Quantity (MT)

Up to Previous Month Quantity (MT)

This Month Quantity.

BOQ Item No.

Type of Panel

No of Panel Casted in

August -2010


September -2010


October -2010


November -2010


December -2010


January -2011

No of Panel Casted in February -

2011


March -2011

No of Panel Casted in Apr-2011

No of Panel Casted in May-2011

No of Panel Casted in Jun-2011

No of Panel Casted in Jul-2011

No of Panel Casted in Aug-2011

No of Panel Casted in Sep-2011

Total Quantity

(Nos)

Contractor Repersentative 222 of 232 of RE wall steel Consultant Repersentative



RE Wall Steel Consumption Statement

18 19= (18)*(17)

0.016 22.080

0.013 31.915

0.008 3.664

0.006 1.338

0.017 2.737

0.016 2.720

0.013 1.625

0.012 2.268

0.011 1.892

0.009 1.458

0.006 0.708

0.005 0.975

0.005 0.185

73.565

73.565

0.000

Consumption of Steel/Panel

in (MT)

Total Quantity in

(MT)



H.T.Strant Consumption StatementName of Contractor : SSANGYONG ENGINEERING & CONSTRUCTION COMPANYName of Employer : National Highway Authority Of IndiaName of Engineer : M/s Renardet S. A in J.V with I.C.T & F.T.E

Description Unit

1 2 3 4 5 6 7

6.24 MT 161.313 147.517 13.796 13.796

Total Quantity (MT) 161.313 147.517 13.796


BOQ Item No.

Up to date

Quantity (MT)


Quantity (MT)

This Month BOQ Qty

(MT)

Quantity Certified in IPC (MT)

Supplying, providing and placing in position and profiling high tensile steel of 19 T13(Class-ll low relaxation) strands conforming to IS: 6006 of specified ultimate strength including cutting, threading, tying and providing necessary anchorage, sheathing

A12

Bhushan:


#REF!

Variation from BOQ item.

Boq No. Boq Item Unit %age Varied

1.02 b) Stone Masonry Cum 100 834.570 735.00%

1.02 c) Plain Cement Concrete Cum 100 256.130 156.00%

1.02 h)( ii) Above 600mm dia Cum 100 356.130 256.00%

1.04 b) Stone Masonry Cum 100 834.570 735.00%

1.04 c) Plain Cement Concrete Cum 100 256.130 156.00%

1.04 h)( ii) Above 600mm dia Lm 100 356.130 256.00%

12.01(a)(i) Nos. 44 58.000 32.00%

12.01(b)(i) Nos. 44 58.000 32.00%

12.02(A) Nos. 2 4.000 100.00%

12.02(B) Nos. 2 4.000 100.00%

12.03(A) (a) For 5ft center DP Set 22 38.000 73.00%

12.03(A) (b) For 4ft center DP Set 22 27.000 23.00%

12.03(B) (a) For 5ft center DP Set 22 38.000 73.00%

12.03(B) (b) For 4ft center DP Set 22 27.000 23.00%

12.04(A) a. DC cross arms 5 feet center for 33 KV DPs Nos. 22 39.000 77.00%

12.04(B) a. DC cross arms 5 feet center for 33 KV DPs Nos. 22 39.000 77.00%

Quantity in BOQ

Quantity Uptodate Executed

b) Double Pole (22 D.Ps) 5′ center

b) Double Pole (22 D.Ps) 5′ center

ⅱ)DP 4ft center 1DP

ⅱ)DP 4ft center 1DP


#REF!


IPC-13 FOR THE MONTH OF DECEMBER -2007

Certificate of Percentage Check of work done during the month of December 2007


Boq Item Unit Boq Rate after rebate Amount

1.01 Ha 3.55 15281.4438 54249.12549 1.68 25610.57

2.01 Cum 56960.07 42.3801 2413973.46 18118.56 767866.38

2.02 Cum 0.00 128.51 0.00 8461.970 1087425.76

2.04 Cum 0.00 146.28 0.00 341.390 49938.43

2.10 Cum 0.00 332.21 0.00 134.630 44724.80

3.01 Cum 0.00 460.71 0.00 564.250 259957.14

3.02 Cum 0.00 831.20 0.00 448.780 373024.50

5.03 Cum 0.000 2771.11 0.00 26.140 72436.86

5.04 Cum 0.00 3108.79 0.00 21.350 66372.57

6.16(b) Cum 418.30 6248.33 2613676.67 30.320 189449.38

Total BOQ Amount #REF! 2936806.39

Resident Engineer

Package-ADB-II/C-8


Quantity Checked Amount of Quantity

Checked


IPC-13 FOR THE MONTH OF DECEMBER -2007

Certificate of Percentage Check of work done during the month of December 2007


Percentage Check

#REF!

ROYALITY STATEMENT FOR THE MONTH OF JANUARY-2011

S. No. Description of Material Rate

1 2 3 4

1 GSB (Olny Aggregate @0.7%)0.00 44

2 40MM 0.00 44

3 20MM 515.00 44

4 10MM 424.00 44

5 SAND 514.00 53

6 Boulder 4.716 35

Amount to be deducted in IPC-43 January-2011)=


Consumption during the Month of November-10

ROYALITY STATEMENT FOR THE MONTH OF JANUARY-2011

5

0

0

22660

18656

27242

165

68723


Total Royalty to be paid in this Month ( in Rs.)

You Queried For : PNR Number : 825-6413286

ICICI Bank

Transaction Type Funds Transfer to Non ICICI Bank Account across India

Date of Transaction 29/07/2011

Transaction Details

From ICICI Bank Account

To Payee SAURABH SHARMA

STATE BANK OF INDIA

TRANSPORT NAGAR (AGRA), AGRA

Transaction Amount (Rs.) 5150

Transaction Remarks pacl

Transaction Reference Number: 241798062

076401000090- JAYKENDRA UPADHYAY (Narsimhapur, Madhya Pradesh)

SAVINGS ACCOUNT 30062090557

Contractor Repersentative 231 of 232 of Bitumen Consumption (old) Consultant Repersentative




Description Unit

1 2 3 4 5 6 7 4 5

4.03 cum 38,920.750 3,098.324 38920.7504 3098.324 0.000 0.082

4.04 cum 48,190.500 5,448.820 48190.5 5448.82 0.000 0.113

4.05 cum 5,181.870 662.549 4870.37 623.456 311.500 0.126

4.06 cum 0.000 0.000 0 0 0.000 0.000

6.25 sqm 0.000 0.000 - 0 0.000 0.000

10.03 Carrying out repairs to pot holes. cum 2,947.352 221.736 2947.352 221.736 0.000 0.082

10.04 Providing Renewal Coat with Mix Seal. cum 3,217.379 343.214 3217.379 343.214 0.000 0.126

Total Quantity 9,774.643 9,735.550

BOQ Item No.

Up to date Quantity

Up to date Consumpti

on (MT)


Quantity


Consumption (MT)

This Month

BOQ Qty

As per Contract ,Cons

umption of Bitumen /Cum

(MT)

Providing and laying Bituminous Macadam(BM)

Providing and laying Dense Graded Bituminous Macadam (DBM)



Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with a 25 mm thick layer of mastic asphalt.

Contractor Repersentative 232 of 232 of Bitumen Consumption (old) Consultant Repersentative



6

0.000

0.000

39.093

0.000

0.000

0.000

0.000

39.093

Quantityof Bitumen

Consumed (MT)

ipc-50 month of oct-2011_submission

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