price adjustment bilakalguduru bridge

8/8/2019 Price Adjustment Bilakalguduru Bridge

1/46

PRICE ADJUSTMENT ABSTRACT

1st 2nd 3rd 4th 5th 6th

POL 16513.71 0.00 48416.01 28757.71 33072.70 19506.22

CEMENT 0.00 0.00 70472.84 14370.57 30482.88

STEEL 0.00 0.00 4721.69 798.52 11720.13

BITUMEN 80/100 0.00 0.00 0.00 0.00

Emulsion 0.00 0.00 0.00 0.00

Total 16513.71 0.00 123610.55 43926.80 75275.71 19506.22

NAME OF THE WORK : CONSTRUCTION OF HIGH LEVEL BRIDGE ACRBILAKALGUDUR(V) IN GADIVEMULA(M)


2/46

7th Total

166494.34 312760.69 384470 -71709.31

11522.82 126849.11 177296 -50446.89

1682.60 18922.94 36138 -17215.06

837718.11 837718.11 1252189 -414470.89

189364.63 189364.63 103235 86129.63

1206782.49 1485615.47 1953328.00 -467712.53

59424.62

1545040.00

SS KUNDU RIVER AT


3/46

PRICE ADJUSTMENT BILL::

Estimate Amount: Rs: 240/- Lakhs Technical sanction date: 06.02.2009

Last date for submission of bids: 17.06.2009

28 days prior to the last date of submission of bids: 21.05.2009

Agency: M/s Sujala infrastructure, Nandyal.

Tender percentage: 4.50% Excess CR Agt No. ./2008-2009 dt 17.09.2009

DHS : DFC:

LS 1st and Part bill:

Last date of measurement in 1st bill: 28.01.0

28 days prior to last date of measurement bill: 31.12.0

Sl No Item Quantity Unit Rs Rate per/UniRs Amount

1 Earth Work side earth 34007.89 cum 395.37 cum 1344569.9

Total Rs 1344569.9

Deduct Less Tender Premium 4.50% Rs -60505.6

1284064.3

Seignorage charges: Quantity Loose Qty Unit Material quantity Rate Amount

1 Earth Work side earth 34007.89 34007.89 13.00 442102.5Rs 442102.5

NAME OF THE WORK : CONSTRUCTION OF HIGH LEVEL BRIDGE ACROSS KUNDU RIVER ATBILAKALGUDUR(V) IN GADIVEMULA(M)


4/46

Deductions: to done as per escalation GO

1 Seignorage charges Rs 442102.57

2 VAT/ST @ 4.00% Rs 53782.80

3 Other Rs 0

Rs 495885.37

R = et bill amount Rs 788178.9

Items eligible for Price adjustment:

Eligibility

1 POL == As per Cost 29.21 34.01 16.43

POL == As per Price inde 388.2 450.50 16.05

PRICE ADJUSTMENT FOR POL:

where

Co = 29.21

Ci = 34.0

15.00

Vc = 16513.71

Total 16513.71

PRICE ADJUSTMENT ABSTRACT - 1st & Part Bill

1 POL Rs 16513.71

2 CEMENT Rs 0.00

3 STEEL Rs. 0.00

4 BITUMEN Rs. 0.00

Total Rs 16513.71

TS Rate /Rate 28 days

beforeclosing date

of submissionof bids

12.01.05

Rate as on 28 daysprior to measurement

of bill 31.12.05

Variation inCost of

material /Price Index

Variation is less than 5% anhence not eligible

Vp=0.85 x Pp

/100 x R x (P

i- P

0)/P

0

Vc= Increase or decrease in the cost of work done during the mon

R = The value of work excluding Seignorage charges, VAT and all oth

Po = The All India average wholesale price Index for Cement on the da

Pi = The average wholesale price of Cement on the day 28 days prior

Pc= Percentage of Cement component of the work( to be worked out f

Pc=


5/46

LS 2nd and Part bill:

Last date of measurement in 2 nd bill: 08.03.07


Sl No Item Quantity Unit Rs Rate per/Unit Rs Amount

Total Rs 0.00

Deduct Less Tender Premium 4.50%Rs 0.00

0.00

Seignorage charges Quantity Loose Qty Unit Material quantity Rate Amount

WBM 75 mm L2 Layer 0.0075mm HBG Metal 0.00 45.00 0.00Gravel 0.00 20.00 0.00

Rs 0.00

Deductions: to done as per escalation GO1 Seignorage charges Rs 0.00

2 VAT/ST @ 4.00% Rs 0.00

3 Overhead charges Rs 0

4 Other Rs 0

Rs 0.00



Eligibility

POL == As per Cost 29.21 34.91 19.51


PRICE ADJUSTMENT ABSTRACT - 2nd & Part Bill

1 POL Rs 0.00

2 CEMENT Rs 0.00

3 STEEL Rs 0.00

4 Bitumen Rs 0 00

TS Rate / Rate28 days

before closingdate of

submission ofbids

12.01.05

Rate as on 28 daysprior to

measurement ofbill 08.02.07

Variation inCost of


Variation is Less than 5% and hencenot eligible


6/46

Total Rs 0.00


7/46

LS 3rd and Part bill:

Last date of measurement in 3rd bill: 09.08

VP No.6 of 69-B/05-06

28 days prior to last date of measurement bill: 12.07

Sl No Item Quantity Unit Rs Rate per/Unit Rs Amo1 Bridge

EW without bailing out water 606.66cum 316.58 cum 19205EW with bailing out water 1060.82 cum 1148.58 cum 121843EW at cut off walls 221.56 cum 1161.06 cum 25724VCC(1:3:6) cut off walls 37.54 cum 2315.60 cum 86927sand cushion 88.83 cum 140.98 cum 12523VCC(1:4:8) 29.61 cum 1677.24 cum 49663steel 6.63 t 26312.00 t 174553M20 raft 92.80 cum 3095.46 cum 287258M15 for pier & abt

below water 75.70 cum 2690.68 cum 203684abovewater 49.20 cum 2607.48 cum 128288rough stome pack 300 mm 92.17 cum 776.38 cum 71558P/C at RB canal

EW 71.92 cum 1169.00 cum 8407sand filling 26.83 cum 141.00 cum 3783VCC(1:3:6) 53.15 cum 2228.00 cum 1184181200mm pipe 16.60 rm 5026.45 rm 83439P/C at 3/2 - 3/4 km

EW 95.12 cum 1169.00 cum 11119sand filling 42.31 cum 145.50 cum 6156VCC(1:3:6) 85.36 cum 2240.20 cum 1912231000mm pipe

33.20 rm 3695.54 rm 122691P/C at 0/0 km

600mm pipe 15.00 rm 1577.58 rm 23663Drainage pipes

1000 pipe 10.00 rm 3588.62 rm 35886450mm pipe 17.50 rm 991.35 rm 17348350mm pipe 17.50 rm 786.80 rm 13769

Total Rs 1817137.

Deduct Less Tender Premium 4.50% Rs -81771.

1735366.Seignorage charges: Quantity Unit Material quantity Rate Amo

CC(1:3:6) 176.05metal 161.97 45.00 7288sand 80.98 36.00 2915CC(1:4:8) 29.61metal 27.24 45.00 1225sand 13.62 36.00 490VCC(1:1.5:3) 92.80metal 85.38 45.00 3841sand 42.69 36.00 1536CC(1:2:4) 124.90metal 114.91 45.00 5170sand 57.45 36.00 2068rough stome pack 300 mm 92.17metal 101.39 45.00 4562

Vide MB Page No Rs 29100


8/46



2 VAT/ST @ 4.00% Rs 72685.52


4 Other Rs 0

Rs 101785.87

R = Net bill amount Rs 1633580.Items eligible for Price adjustment:

Eligibility

POL == As per Cost 29.21 36.00 23.25

POL == As per Price index 450.5 480.8 6.73

Cement as per price index 148.7 194.0 30.46

As per cost of price 2700.00 3400.00 25.93

Steel as per price index 239.9 250.8 4.54


Consumption of Cement:

CC(1:3:6) 176.05 cum 38.87 2400.00 93288.00

CC(1:4:8) 29.61 cum 4.90 2400.00 11760.00

VCC(1:1.5:3) 92.80 cum 40.98 2400.00 98352.00

CC(1:2:4) 124.90 cum 41.37 2400.00 99288.00

Percentage of Cement component in the 3rd bill 16.

Consumption of Steel:

steel 6.63 t 6.63 20500.00 135997.00

135997.00

Percentage of Cement component in the 5th bill 7.


where

Co = 29.21

Ci = 36.0

15.00

Vc = 48416.01

PRICE ADJUSTMENT FOR CEMENT:

where

Co = 148.7

Ci 194 0

TS Rate /Rate 28 daysbeforeclosing dateof submissionof bids12.01.05


measurement of bill12.07.06

Variation inCost of


Variation is Less than 5% and hennot eligible

Variation is More than 5% and hen

eligible

Variation is less than 5% and hennot eligible

Vp=0.85 x Pp

/100 x R x (P

i- P

0)/P

0

Vc= Increase or decrease in the cost of work done during the month un


Po = The All India average wholesale price Index for Cement on the day

Pi = The average wholesale price of Cement on the day 28 days prior to l

Pc= Percentage of Cement component of the work( to be worked out for ea

Pc=

Vc=0.85 x Pc

/100 x R x (C

i- C

0)/C

0

Vc= Increase or decrease in the cost of work done during the month un


Co = The All India average wholesale price Index for Cement on the day

Ci = The average wholesale price of Cement on the day 28 days prior to la


9/46

16.66

Vc = 70472.84

PRICE ADJUSTMENT FOR STEEL:

Steel

where

239.90

Bi = 250.8

7.48

Vb = 4721.69

PRICE ADJUSTMENT ABSTRACT - 3rd & Part Bill

1 POL Rs 48416.01

2 CEMENT Rs 70472.84

3 STEEL Rs 4721.69

4 Bitumen Rs 0.00

Total Rs 123610.55

Pc= Percentage of Cement component of the work( to be worked out for ea

Pc=

Vb=0.85 x Pb

/100 x R x (B

i- B

0)/B

0

Vb= Increase or decrease in the cost of work done during the month und


Bo = The average wholesale price of Steel at the refinery on the day 28 daB

0=

Bi = The average wholesale price of steel at the refinery on the day 28 da

Pb

= Percentage of steel component of the work( to be worked out for eaP

b=


10/46

701.16


11/46


12/46


13/46

LS 4th and Part bill:

Last date of measurement in 4th bill: 08.03.07



GSB 150mm th0/0 - 1/0 600.00 cum 422.94 cum 253764.001/0 - 2/0 84.00 cum 427.47 cum 35907.482/0 - 3/0 240.00 cum 431.99 cum 103677.603/0 - 4/0 600.00 cum 436.52 cum 261912.004/0 - 5/0 600.00 cum 441.04 cum 264624.005/0 - 6/0 600.00 cum 445.56 cum 267336.00Bridge

M15 for piers & abutments 57.61 cum 2607.48 cum 150216.92M20 for fly wings 8.40 cum 3477.11 cum 29207.72

5.09 cum 3477.10 cum 17681.05

steel 0.66 t 26312.00 t 17365.92

Total Rs 1401692.70

Deduct Less Tender Premium 4.50%Rs -63076.17

1338616.53

Seignorage charges Quantity Loose Qt Unit aterial quantit Rate Amount

GSB 2724.00gravel 6129.00 20.00 122580.00CC(1:2:4) 57.61metal 53.00 45.00 2385.05sand 26.50 36.00 954.02VCC(1:1.5:3) 13.49

metal 12.41 45.00 558.28sand 6.20 36.00 223.31

Rs 126700.66



2 VAT/ST @ 4.00% Rs 56067.71


4 Other Rs 0

Rs 182768.37



Eligibility

POL == As per Cost 29.21 34.91 19.51


Cement as per price index 148.7 199.4 34.10As per cost of price 2700.00 3400.00 25.93


M20 for bed blocks &backing walls



submission ofbids

12.01.05



Variation inCost of



Variation is More than 5% andhence eligible

Variation is more than 5% and


14/46



CC(1:2:4) 57.61 cum 19.08 2400.00 45792.00

VCC(1:1.5:3) 13.49 cum 5.95 2400.00 14280.00

Percentage of Cement component in the 4th bill 4.29

Consumption of Steel:

steel 0.66 t 0.66 20500.00 13530.0013530.00



where

Co = 29.21

Ci = 34.91

15.00

Vc = 28757.71


where

Co = 148.7

Ci = 199.4

4.29

Vc = 14370.57


Steel

where

239.90

Bi = 260.1

0.97

Vb = 798.52

PRICE ADJUSTMENT ABSTRACT - 4th & Part Bill

1 POL Rs 28757.71

2 CEMENT Rs 14370.57

hence eligible

Vp=0.85 x Pp

/100 x R x (P

i- P

0)/P

0

Vc= Increase or decrease in the cost of work done during the month

R = The value of work excluding Seignorage charges, VAT and all other


Pi = The average wholesale price of Cement on the day 28 days prior to

Pc= Percentage of Cement component of the work( to be worked out for

Pc=

Vc=0.85 x Pc

/100 x R x (C

i- C

0)/C

0




Ci = The average wholesale price of Cement on the day 28 days prior to


Pc=

Vb=0.85 x Pb

/100 x R x (B

i- B

0)/B

0

Vb= Increase or decrease in the cost of work done during the month

R = The value of work excluding Seignorage charges, VAT and all otherBo = The average wholesale price of Steel at the refinery on the day 28B

0=

Bi = The average wholesale price of steel at the refinery on the day 28

Pb= Percentage of steel component of the work( to be worked out for each

Pb=


15/46

3 STEEL Rs 798.52

4 Bitumen Rs 0.00

Total Rs 43926.80


16/4643.2


17/46


18/46


19/46





Earth Work side eart 34464.59 cum 395.37 cum 1362626.49Bridge

5.50 cum 3477.10 cum 19124.05

M20 for deck slab 72.20 cum 4080.34 cum 294600.55steel 4.68 t 26312.00 t 123087.54rain water pipe 10.24 rm 150.07 rm 1536.72mastic pad 15.73 sqm 510.64 sqm 8032.37

Total Rs 1809007.71


1727602.36


VCC(1:1.5:3) 5.50metal 5.06 45.00 227.70sand 2.53 36.00 91.08VCC(1:1.5:3) 72.20metal 66.42 45.00 2989.08sand 33.21 36.00 1195.63

Rs 4503.49



2 VAT/ST @ 4.00% Rs 72360.313 Overhead charges Rs 0

4 Other Rs 0

Rs 76863.80



Eligibility

POL == As per Cost 29.21 33.80 15.71







VCC(1:1.5:3) 77.70 sqm 34.31 2400.00 82344.00


Consumption of Steel:steel 4.68 t 4.68 20500.00 95899.00

95899.00




submission ofbids

12.01.05



Variation inCost of


Variation is more than 5% andhence eligible




20/46


where

Co = 29.21

Ci = 33.8

15.00

Vc = 33072.70PRICE ADJUSTMENT FOR CEMENT:

where

Co = 148.7

Ci = 219.7

4.55

Vc = 30482.88

PRICE ADJUSTMENT FOR BITUMEN:

Steel

where

239.90

Bi = 277.7

5.30

Vb = 11720.13


1 POL Rs 33072.70

2 CEMENT R 30482 88

Vp=0.85 x Pp

/100 x R x (P

i- P

0)/P

0


under consideration due to changes in the rates for Cement.

R = The value of work excluding Seignorage charges, VAT and all otheroverhead chargesPo = The All India average wholesale price Index for Cement on the day28 days prior to closing date of submission of bids.

Pi = The average wholesale price of Cement on the day 28 days prior tolast date of measurement recorded to which a particular bill payment is


each work and provided for in the bid document)Pc

=

Vc=0.85 x Pc

/100 x R x (C

i- C

0)/C

0


under consideration due to changes in the rates for Cement.

R = The value of work excluding Seignorage charges, VAT and all otheroverhead charges

Co = The All India average wholesale price Index for Cement on the day28 days prior to closing date of submission of bids.

Ci = The average wholesale price of Cement on the day 28 days prior tolast date of measurement recorded to which a particular bill payment is


each work and provided for in the bid document)Pc

=

Vb=0.85 x Pb

/100 x R x (B

i- B

0)/B

0

Vb = Increase or decrease in the cost of work done during the monthR = The value of work excluding Seignorage charges, VAT and all other

Bo = The average wholesale price of Steel at the refinery on the day 28B

0=



Pb=


21/46

3 STEEL Rs 11720.13

4 Bitumen Rs

Total Rs 75275.71


22/46

43.2


23/46


24/46


25/46





GSB 100mm th3/0 - 4/0 320.00 cum 447.34 cum 143148.804/0 - 5/0 400.00 cum 451.86 cum 180744.005/0 - 6/0 400.00 cum 456.38 cum 182552.006/0 - 7/0 144.00 cum 460.91 cum 66371.04GSB 150mm th

1/0 -2/0 480.00 cum 427.47 cum 205185.602/0-3/0 360.00 cum 431.99 cum 155516.406/0-7/0 216.00 cum 450.08 cum 97217.28EW carted earth 2370.00 cum 753.13 cum 178491.81

Total Rs 1209226.93


1154811.72


GSB 100mm th 1264.00gravel 1896.00 20.00 37920.00GSB 150mm th 1056.00gravel 2376.00 20.00 47520.00EW carted earth 2370.00 2370.00 20.00 47400.00

Rs 132840.00

Deductions: to done as per escalation GO1 Seignorage charges Rs 132840.00

2 VAT/ST @ 4.00% Rs 48369.08


4 Other Rs 0

Rs 181209.08



Eligibility

POL == As per Cost 29.21 33.80 15.71




Bitumen as per price index 269.4 554.7 105.90



where



submission ofbids

12.01.05



Variation inCost of





Vp=0.85 x Pp

/100 x R x (P

i- P

0)/P

0

Vc Increase or decrease in the cost of work done during the month


26/46

Co = 29.21

Ci = 33.8

15.00

Vc = 19506.22


1 POL Rs 19506.22

2 CEMENT Rs 0.00

3 STEEL Rs 0.00

4 Bitumen Rs 0.00

Total Rs 19506.22





Pc=


27/46

43.2


28/46


29/46





Gravel shoulders0/0 - 1/0 180.00 cum 422.94 cum 76129.201/0 - 2/0 267.84 cum 427.47 cum 114493.562/0 - 3/0 300.00 cum 431.99 cum 129597.003/0 - 4/0 300.00 cum 436.52 cum 130956.004/0 - 5/0 300.00 cum 441.04 cum 132312.005/0 - 6/0 300.00 cum 445.56 cum 133668.006/0 - 7/0 105.00 cum 450.08 cum 47258.40Wet mix macadam

0/0 - 1/0 750.00 cum 989.48 cum 742110.001/0 - 2/0 726.00 cum 993.60 cum 721353.602/0 - 3/0 750.00 cum 997.77 cum 748327.503/0 - 4/0 750.00 cum 1001.84 cum 751380.004/0 - 5/0 750.00 cum 1005.95 cum 754462.505/0 - 6/0 750.00 cum 1010.07 cum 757552.50

1 6/0 - 7/0 270.00 cum 1014.19 cum 273831.30tack coat

0/0 - 1/0 3750 cum 3.39 1 sqm 12712.501/0 - 2/0 3630 cum 3.39 1 sqm 12305.702/0 - 3/0 3750 cum 3.39 1 sqm 12712.503/0 - 4/0 3750 cum 3.39 1 sqm 12712.504/0 - 5/0 3750 cum 3.39 1 sqm 12712.505/0 - 6/0 3750 cum 3.39 1 sqm 12712.506/0 - 7/0

1350 cum 3.39 1 sqm 4576.50single coat SD

0/0 - 1/0 3750 cum 15.32 1 sqm 57450.001/0 - 2/0 3630 cum 15.33 1 sqm 55647.902/0 - 3/0 3750 cum 15.35 1 sqm 57562.503/0 - 4/0 3750 cum 15.36 1 sqm 57600.004/0 - 5/0 3750 cum 15.37 1 sqm 57637.505/0 - 6/0 3750 cum 15.39 1 sqm 57712.506/0 - 7/0 1350 cum 15.40 1 sqm 20790.00OGPC

0/0 - 1/0 3750 cum 534.01 10 sqm 200253.751/0 - 2/0 3630 cum 534.86 10 sqm 194154.18

2/0 - 3/0 3750 cum 535.71 10 sqm 200891.253/0 - 4/0 3750 cum 536.50 10 sqm 201187.504/0 - 5/0 3750 cum 537.41 10 sqm 201528.755/0 - 6/0 3750 cum 538.26 10 sqm 201847.506/0 - 7/0 1350 cum 536.88 10 sqm 72478.80seal coat

0/0 - 1/0 3750 cum 203.80 10 sqm 76425.001/0 - 2/0 3630 cum 204.10 10 sqm 74088.302/0 - 3/0 3750 cum 204.40 10 sqm 76650.003/0 - 4/0 3750 cum 204.70 10 sqm 76762.504/0 - 5/0 3750 cum 205.00 10 sqm 76875.005/0 - 6/0 3750 cum 205.30 10 sqm 76987.506/0 - 7/0 1350 cum 205.54 10 sqm 27747.90Bridge

filter media 40 86 cum 813 85 cum 33253 91


30/46

gravel filling 92.94 sqm 278.37 sqm 25871.71Steel incl fabrication 0.65 t 26312.00 t 17102.80M20 for bed blocks 7.82 cum 3477.10 cum 27190.92EW for toe wall 11.96 cum 168.90 cum 202.00gravel backing 28.62 cum 464.27 cum 13287.41

6.61 cum 3012.26 cum 19911.04

RRDP for toe wall11.91 cum 703.55 cum 8379.28RRDP for revetment 42.98 cum 795.52 cum 34191.45

M20 for hand rail 4.19 cum 4423.84 cum 18535.89M30 for wearing coat 12.78 cum 2976.33 cum 38037.50snowcem painting 88.02 sqm 538.69 10 sqm 4741.55enamel painting 42.69 cum 504.97 10 sqm 2155.72Pipe culvert @ RB canal

EW for toe wall 27.30 cum 1169.00 10 cum 3191.37sand filling 4.20 cum 141.00 cum 592.20Pipe culvert @ RB canal 10.00 rm 5026.45 rm 50264.50

Total Rs 8013063.84


7652475.97


Gravel shoulders 1752.84gravel 2629.26 20.00 52585.20Wet mix macadam 4746.00 0.9275mm HBT Metal 0.40 4366.32 45.00 196484.40Gravel 1898.40 20.00 37968.00single coat SD 23730.00crushed stone 8542.80 45.00 384426.00gravel filling 92.94gravel 92.94 20.00 1858.80VCC(1:1.5:3) 18.62metal 17.13 45.00 770.87sand 8.57 36.00 308.35M30 for wearing coat 12.78metal 11.76 45.00 529.09sand 5.88 36.00 211.64

Rs 675142.35



2 VAT/ST @ 4.00% Rs 320522.55


4 Other Rs 0

Rs 995664.90



Eligibility

POL == As per Cost 29.21 34.94 19.62


VCC(1:1.5:3) for approacroads



submission ofbids

12.01.05



Variation inCost of




31/46




Bitumen as per price index 269.4 588.2 118.34


Emulsion as per price inde 269.4 588.2 118.34



VCC(1:1.5:3) 18.62 sqm 8.22 2400.00 19728.00

M30 12.78 cum 5.64 2400.00 13536.00


Consumption of Bitumen:

OGPC 23730.00 cum 75.70 11702.08 885832.24

885832.24


Consumption of Bitumen Emulsion:

tack coat 23730.00 cum 22.54 11583.15 261124.74

261124.74

Percentage of Cement component in the 7th bill 3.26Consumption of Steel:

Steel incl fabrication 0.65 t 0.65 20500.00 13325.00

13325.00


PRICE ADJUSTMENT FOR POL: 98.24

where

Co = 29.21

Ci = 34.9

15.00

Vc = 166494.34


where

Co = 148.7

Ci = 220.8

0.42

Vc = 11522.82


Steel

where

hence eligible




Vp=0.85 x Pp

/100 x R x (P

i- P

0)/P

0






Pc=

Vc=0.85 x Pc

/100 x R x (C

i- C

0)/C

0






Pc=

Vb=0.85 x Pb/100 x R x (Bi - B0 )/B0Vb

= Increase or decrease in the cost of work done during the month



32/46

239.90

Bi = 282.8

0.17

Vb = 1682.60PRICE ADJUSTMENT FOR BITUMEN:

Bitumen 80/100

where

###

Bi = 26883.6

11.05

Vb = 837718.11

PRICE ADJUSTMENT FOR BITUMEN EMULSION:

Bitumen 80/100

where

###

Bi = 21409.0

3.26

Vb = 189364.63


1 POL Rs 166494.34

2 CEMENT Rs 11522.82 6.52

3 STEEL Rs 1682.60

4 Bitumen Rs 837718.11

5 Emulsion Rs 189364.63

Total Rs ###

Bo = The average wholesale price of Steel at the refinery on the day 28B

0=



Pb=

Vb=0.85 x Pb

/100 x R x (B

i- B

0)/B

0



Bo = The average wholesale price of Bitumen at the refinery on the dayB

0=

Bi = The average wholesale price of Bitumen at the refinery on the day

Pb= Percentage of Bitumen component of the work( to be worked out for

Pb =

Vb=0.85 x Pb

/100 x R x (B

i- B

0)/B

0




0=



Pb=


33/46


34/46

43.2


35/46


36/46


37/46





GSB 150mm th0/0 - 1/0 600.00 cum 422.94 cum 253764.001/0 - 2/0 84.00 cum 427.47 cum 35907.482/0 - 3/0 240.00 cum 431.99 cum 103677.603/0 - 4/0 600.00 cum 436.52 cum 261912.004/0 - 5/0 600.00 cum 441.04 cum 264624.005/0 - 6/0 600.00 cum 445.56 cum 267336.00Bridge

M15 for piers & abutments 57.61 cum 2607.48 cum 150216.92M20 for fly wings 8.40 cum 3477.11 cum 29207.72

5.09 cum 3477.10 cum 17681.05

steel 0.66 t 26312.00 t 17365.92

1 EW side earth 25000.00 cum 58.76 cum 1469000.002 EW carted earth 1330.00 cum 115.54 cum 153673.52

OGPC

5/0 - 6/0 3750 cum 652.45 10 sqm 244668.756/0 - 7/0 2625 cum 653.68 10 sqm 171591.007/0 - 8/0 3750 cum 654.80 10 sqm 245550.008/0 - 9/0 3750 cum 655.86 10 sqm 245947.509/0 -10/0 2775 cum 656.92 10 sqm 182295.3010/0 - 10/2 606.25 cum 658.35 10 sqm 39912.47Seal coat

5/0 - 6/0 3750 cum 240.69 10 sqm 90258.756/0 - 7/0 2625 cum 241.09 10 sqm 63286.137/0 - 8/0 3750 cum 241.49 10 sqm 90558.758/0 - 9/0 3750 cum 241.84 10 sqm 90690.009/0 -10/0 2775 cum 242.21 10 sqm 67213.2810/0 - 10/2 606.25 cum 242.56 10 sqm 14705.20Gravel shoulders

0/0 - 1/0 300.00 cum 286.56 cum 85968.001/0 - 2/0 300.00 cum 288.91 cum 86673.002/0 - 3/0 236.74 cum 292.79 cum 69315.103/0 - 4/0

300.00 cum 295.65 cum 88695.004/0 - 5/0 300.00 cum 300.00 cum 90000.005/0 - 6/0 300.00 cum 301.71 cum 90513.006/0 - 7/0 300.00 cum 307.53 cum 92259.007/0 - 8/0 300.00 cum 313.81 cum 94143.008/0 - 9/0 300.00 cum 319.50 cum 95850.009/0 -10/0 300.00 cum 323.59 cum 97077.0010/0 - 10/2 46.50 cum 331.66 cum 15422.19Pipe culvert

VCC(1:1.5:3) 2.70 cum 2696.18 cum 7279.69Plastering CM(1:5) 46.25 sqm 498.05 10 sqm 2303.48VCC(1:1.5:3) Vem 245.46 cum 2650.16 cum 650508.27

VCC(1:1.5:3) Upp 237.02 cum 2662.12 cum 630975.68VCC(1:1.5:3) Myl 227.68 cum 2777.76 cum 632440.40Mastic pad



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Vemperala 7.34 sqm 315.64 sqm 2316.80Uppalapadu 6.00 sqm 315.64 sqm 1893.84Mylavaram 5.25 sqm 315.64 sqm 1657.11Steel incl fabrication

Vemperala 344.00 kg 33.97 kg 11685.68Uppalapadu 277.48 kg 33.97 kg 9426.00Mylavaram 242.80 kg 33.97 kg 8247.92

Side drainPlastering CM(1:5) 1649.25 sqm 490.73 10 sqm 80933.65Extn of pipes

S&D of pipes

1/0 - 2/0

450mm dia 5.00 rm 898.06 rm 4490.30700mm dia 5.00 rm 1865.70 rm 9328.502/0 - 3/0

450mm dia 15.00 rm 899.36 rm 13490.403/0 - 4/0

450mm dia 5.00 rm 900.66 rm 4503.304/0 - 5/0

350 mm dia 15.00 rm 724.59 rm 10868.85600mm dia 7.50 rm 1437.50 rm 10781.255/0 - 6/0

350 mm dia 10.00 rm 725.32 rm 7253.20450mm dia 5.00 rm 903.26 rm 4516.306/0 - 7/0

350 mm dia 5.00 rm 726.04 rm 3630.20450mm dia 5.00 rm 904.56 rm 4522.80700mm dia 7.50 rm 1884.83 rm 14136.237/0 - 8/0

350 mm dia 2.50 rm 726.77 rm 1816.93700mm dia

20.00 rm 1888.66 rm 37773.208/0 - 9/0

350 mm dia 5.00 rm 727.50 rm 3637.50600mm dia 10.00 rm 1445.24 rm 14452.409/0 -10/0

350 mm dia 5.00 rm 728.23 rm 3641.15600mm dia 10.00 rm 1447.16 rm 14471.60L & J of pipes 0.00350mm dia 42.50 rm 24.96 rm 1060.80450mm dia 35.00 rm 34.32 rm 1201.20600mm dia 27.50 rm 54.60 rm 1501.50700mm dia 32.50 rm 68.64 rm 2230.80

Total Rs 6284242.87Deduct Less Tender Premium 4.50%Rs -356945.00

5927297.87


VCC(1:1.5:3) 2.70metal 2.48 45.00 111.78sand 1.24 36.00 44.71EW carted earth 1330.00 1330.00 20.00 26600.00OGPC 17256.25 6212.25 45.00 279551.25shoulders 2983.24gravel 20.00 #VALUE!

sand 1103.80 36.00 39736.76R #VALUE!


39/46


1 Seignorage charges Rs #VALUE!

2 VAT/ST @ 4.00% Rs 251369.71


4 Other Rs 0

Rs #VALUE!

R = et bill amount Rs #VALUE!


Eligibility

POL == As per Cost 29.21 33.79 15.68



As per cost of price 2700.00 4140.00 53.33Bitumen as per price index 239.9 436.7 82.03

As per cost of price 26000.00 19685.12 -24.29


Plastering CM(1:5) 1695.50 sqm 7.12 2600.00 18512.00

VCC(1:1.5:3) 712.86 cum 314.80 2600.00 818480.00


Consumption of Bitumen:

OGPC 17256.25 cum 55.05 12012.60 661262.85

661262.85



where

Co = 148.7

Ci = 212.4

13.32

Vc = #VALUE!

PRICE ADJUSTMENT FOR BITUMEN:

Bitumen 80/100

where

###

Bi = 19685.1

10.52



submission ofbids

12.01.05



Variation inCost of



Variation is More than 5% and

hence eligible


Vc=0.85 x Pc

/100 x R x (C

i- C

0)/C

0






Pc=

Vb=0.85 x Pb

/100 x R x (B

i- B

0)/B

0




0=



Pb=


40/46

Vb = #VALUE!

Total Rs #VALUE!


1 POL Rs 0.00

2 CEMENT Rs #VALUE!

3 STEEL Rs 0.00

4 Bitumen Rs #VALUE!

Total Rs #VALUE!


41/46


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43/46

43.2


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TOTAL BT CONSUMPTION

7 98.24 6.52

78.08

TOTAL 98.24 84.6

OGPC 23730.00 0 52.44

TACK COAT 23730.00 0 4.75

SEAL COAT 23730.00 0 23.26

SUR DRESSING 23730.00 0 17.8

98.24

24.4

SD 0 0

TK 0 0SEM 0.12 0

0

TOTAL VALUE OF WORK 15594699.08

cement consumption #VALUE!

SE

STEEL 12.62 11.77

CEMENT 199.32 207.52


46/46

8.20

price adjustment bilakalguduru bridge

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