ii ra bill (ivrcl) new revised 07-12-09

TIRUCHIRAPPALLI CITY CORPORATIONHISTORY OF THE WORK

1 Name of the work :

2 Year : 2008-09

3 Scheme :

4 Estimate Amount :

5 Date of Administrative Sanction :

6 Date of Technical Sanction :

7 Date of Tender : 29-01-2009

8 Date of finalisation of tender : 27-02-2009

9 Date of work order issued : 09-04-2009

10 Execution period (with date) : 06-09-2009 to 31-10-2009

11 Name of the contractor : M/s.IVRCL Infrastructures & Projects Ltd.

12 Completion date as per agreement : 08-04-2011

13 Actual date of completion : -

14 Value of work done :

15 Delayed period : -

16 Whether board provided or not? : -

Trichy Water Supply Improvement Scheme Package III Improvements to water supply in Ariyamangalam and Ponmalaipatty area: Creation of source of collector well - 1 & II, Construction of common sump and laying conveying main from collector I and II to Common

Trichy Water Supply Improvement Scheme Package III

Original - Rs.1774.00 Lakhs Revised - Rs.1965 Lakhs

G.O.Ms.No. 134 MA & WS Department dated 25-09-2007

Total Value - Rs. 27539364/- II RA Bill Value - Rs. 9960099/-

17 : -Area of building / Length of the road / pipe line

/2/

17 If it work executed deparmental : No

18 : ---

19 Nature of executing of work : Contract Agency

20 :

21 :

22 : -

23 :

24 Date of commencement of the work : 9/4/2009

25 Date of completion of work : Work in progress

b. Date of completion as per the agreement : 8/4/2011

26 Explanation of the contractor for the delay :

27 Amount of agreement : 238832445.00

28 Value of work done :

29 :

30 : 06-09-2009 to 11-11-2009

31 :

32 :

33 : -

34 : CC 2nd & Part Bill 30-11-2009

Quote the Corporation Council No. and date of sanctioning

Whether the approval of the council of Contractor, Public work Committed obtained for the execution of work a quote Rs. and Date

MCRMCRMCR

DatedDatedDated

If it is grant work, please quote the G.O. and date of approving the same

Whether outside sanction is obtained for the premium tender or for any condensation for the irregularities committed in the disposal of tenders If so, Corporation Council Resolutions Rs. and Date

Whether the agreement has been executed by the contractor why?

Total Value - Rs. 27539364/- II RA Bill Value - Rs. 9960099/-

Explanation for short work or excess work if the difference excess

Date of measurement by Senior Level Expert, WAPCOS Limited.

Explanation of the Site Engineer for the delay in the case of interval between the column Rs.24 & 29

Date of check - measurement by the Project Engineer WAPCOS Limited.

Explanation of Senior Level Export for the delay in case of the interval between column Rs.24 & 32

Date of Preparation of the part bill & final bill by the Senior Level Export (Public works)

FORM NO. MCF 21

Tiruchirappalli City Corporation No

Date

NAME OF THE CONTRACTOR: Part Bill M.Book Nos :

CC 2nd & Part BillWork Commenced on : Work Completed on : PAGES

09-04-2009 5-09-2009

Dept. CONTRACT BILL

Bills inwardRegisterNo / Date

M/s.IVRCL Infrastructures & Projects Ltd. Chennai.

053/2009-10 056/2009-10 057/2009-10 058/2009-10 059/2009-10

044/2009-10 071/2009-10 072/2009-10 060/2009-10 062/2009-10

1 to 36 1 to 58 1 to 35 1 to 96 1 to 100 1 to 96 1 to 99 1 to 55 1 to 14 1 to 100

Estimate No.

G.O.Ms.No. 134 MA & WS Department dated 25-09-2007

NAME OF WORK : Trichy Water Supply Improvement Scheme Package III Improvements to water supply in Ariyamangalam and Ponmalaipatty area: Creation of source of collector well - 1 & II, Construction of common sump and laying conveying main from collector I and II to Common sump.

Original- ER No 135/2007-08 Revised- ER No 04/2008-09

AppropritationNo & Date

Estimated Amount Rs.

Original - Rs.1774.00 Lakhs Revised - Rs.1965 Lakhs

Abstract PART - II

Description work RATE Rs. PerTotal Previous Measurment

Page Qty Amount Rs. Qty Amount Rs.

1

87.92 117 M3 10286.64 1/56 87.92 10286.64 0 0.00 TR. No 1

2

1.00 325440 No 325440 2/56 1.00 325440.00 0 0.00 TR. No 2

Item No

Upto Date Qty

Upto date Value

Since Last Measurment Remarks

(Agreement Item No.)

CONSTRUCTION OF COLLECTOR WELL I - 6M INNER DIA

Earthwork excavation above water level in light or sandy or clay soil for collector well including levelling the site -From bed level =69.58m to LSWL 68.08m Ist depth.

Providing RCC 1:1 ½:3 well curb of 6.00M internal dia and 7.90 M outer dia using 20mm HBS for an overall size of 2.0M at outer face and 0.60M at inner face with 150mmx150mmx10mm MS angle cutting edge excluding the cost of reinforcement fabricating and placing the grills in position but including the cost of welding the holding down rods with MS angle centering strutting and shuttering charges compacting with vibrators etc. complete as directed by the Departmental Officers.



Item No

Upto Date Qty

Upto date Value



3

TR. No 3

a) I DEPTH OF 2 M As per GA 14/450.25 4750 M 1187.5 3/56 0.25 1187.50 0 0.00 TR. No 3a

b) II DEPTH OF 2M As per GA 14/452.00 7120 M 14240 3/56 2.00 14240.00 0 0.00 TR. No 3b

c)2.00 11040 M 22080 3/56 2.00 22080.00 0 0.00 TR. No 3c

4

TR. No 4

a)

325.86 4920 M3 1603231.2 4/56 160.02 787298.40 165.84 815932.80 TR. No 4a

Sinking of 6 M inner dia Collector well below water level including all incidental charges such as baling and pumping water use of special tools and plants etc.,complete (a) In light or sandy soil.

III DEPTH OF 2M As per GA 24/46

RCC 1:1½:3 using 20mm HBS for well steining of 0.95M thick for the Collector well of 6.0M inner dia excluding the cost of reinforcement fabricating and placing the grill in position and centering strutting and shuttering but including the cost of virbatio.

Below bed level( upto 1.5m below G.L.) As per GA page 35/53



Item No

Upto Date Qty

Upto date Value



5

TR. No 5

a)

697.78 251 M² 175142.78 4/56 348.62 87503.62 349.16 87639.16 TR. No 5a

6

TR. No 11

a)137.58 5550 Qtl 763569 5/56 75.81 420745.50 61.77 342823.50 TR. No 11a

b) RTS rods Above 16 mm dia.24.17 5410 Qtl 130759.7 5/56 24.17 130759.70 0 0.00 TR. No 11b

7

13.00 34207.50 Nos 444697.5 0.00 0.00 13.00 444697.50 TR. No 13

Centering the soffits of RCC work steining of collector well including the cost of materials and labour charges.Curved surface.

Upto 3.30m height below B.L and above GL. As per GA page 35/53

Supplying fabricating and placing the reinforcement in position including the cost of steel binding wire and all labour charges as directed by the Dept. Officers.

RTS rods Upto 16 mm dia. As per GA page 36/53

Supply delivery and fixing of 350mm dia CI sluice valves confirming to ISI spceification with operating gear rod arrangements for the radial drain IS 14846/2000 (PN-1) (75% Value) As per GA page 35/53



Item No

Upto Date Qty

Upto date Value



8

1224.00 56.25 Nos 68850 0.00 0.00 1224.00 68850.00 TR. No 14

9

905.30 475 M 430017.5 6/56 905.30 430017.50 0 0.00 TR. No 20

10

TR. No 45

Supply delivery and fixing of 350mm dia CI tail piece in the well steining for driving radial pipes (75% Value) As per GA page 35/53

Labour charges for putting bore holes of size 6" to 8" in river bed in sandy and other loose soils using hand boring sets including the cost of hire charges ,coveyance charges of hand boring sets , collection of soil sample at frequent intervals and as directed by the Departmental officers.

CONSTRUCTION OF FOOT BRIDGE FOR COLLECTOR WELL I - 380M

Earthwork excavation above Water Level in light or sandy soil for infiltration wells ,suction wells etc including levelling the site with the initial lead of 10 m and initial lead of 2m etc. complete.



Item No

Upto Date Qty

Upto date Value



a)260.24 117 M3 30448.08 7/56 236.24 27640.08 24 2808.00 TR. No 45a

b)

127.59 M3 93.29 34.30 TR. No 45b

c)1.51 0.00 1.51 TR. No 45c

11

33.00 18700 No 617100 8/56 28.00 523600.00 5 93500.00 TR. No 46

12

TR. No 47

For first depth of 2 m. As per GA page 84/44

For second depth of 2 m (SupplimentalItem) As per GA page 84/44

For Third depth of 2 m (SupplimentalItem) As per GA page 84/44Providing RCC 1:1 ½:3 well curb of 1.25M internal dia and 2.35 M outer dia using 20mm HBS for an overall size of 0.60M at outer face and 0.20M at inner face excluding the cost of reinforcement fabricating and palcing in position etc. complete as directed by Dept. officers. As per GA page 85/44

Sinking of well below water level including all incidental charges using special tools and plants such as air compressors,helmets etc complete including bailing out water (for 1.25 m inner dia. ) etc. as directed by the departmental Officers.



Item No

Upto Date Qty

Upto date Value



a I depth of 2 m. As per GA page 2.45 1290 M 3160.5 8/56 2.45 3160.50 0.00 TR. No 47a



Item No

Upto Date Qty

Upto date Value



b II depth of 2 m. As per GA page 29.20 1930 M 56356 8/56 29.20 56356.00 0.00 TR. No 47b

c III depth of 2 m. As per GA page 49.00 3090 M 151410 8/56 49.00 151410.00 0.00 TR. No 47c

d IV depth of 2 m. As per GA page 34.00 4950 M 168300 8/56 34.00 168300.00 0.00 TR. No 47d

e V depth of 2 m. As per GA page 26.00 7920 M 205920 8/56 26.00 205920.00 0.00 TR. No 47e

f VI depth of 2 m. As per GA page3.20 12670 M 40544 8/56 3.20 40544.00 0.00 TR. No 47f

13

TR. No 48

a)891.00 5660 M3 5043060 10/56 596.20 3374492.00 294.80 1668568.00 TR. No 48a

Reinforced cement concrete 1:1½:3 (one cement, one & half sand, three course aggregate) using 20mm size hard blue granite stone (machine crushed ) excluding cost of reinforcement, fabrication and placing the grills in position centering., strutting, shutttering but including cost of vibration charges , curing finishing etc. complete.as directed by departmental officers.

For well steining-upto 4.5m from GL. Asper GA page 88/44



Item No

Upto Date Qty

Upto date Value



14

33.67 6510 219191.7 0.00 0.00 33.67 219191.70 TR. No 49

15

274.98 662 182036.76 0.00 0.00 274.98 182036.76 TR. No 50

Cement concrete 1:1:2 (one cement, one sand and two aggregate ) for bottom well plugging using 20mm HBS including cost of special tools and plants to inject the CM 1:1 under water and curing (4.5m to 9.0m below G.L.) etc., complete as directed by the Dept. As per GA page 90/44

Supply and filling the foundatiion and basement with clear river sand in layers complying with standard specification including watering and consolidation etc.complete and as directed by Dept. Officers. As per GA page 92/44



Item No

Upto Date Qty

Upto date Value



16

6.25 4160 26000 0.00 0.00 6.25 26000.00 TR. No 51

17

TR. No 52

a)33.36 4920 164131.2 0.00 0.00 33.36 164131.20 TR. No 52a

Top plugging with P.C.C 1:2:4 (one cement, two sand,four course aggregate) using 20mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Dept. Officers.Below bed level up to 1.5 m. As per GA page 92/44

Reinforced cement concrete 1:1½:3 (one cement, one & half sand, three course aggregate) using 20mm size hard blue granite stone (machine crushed) excluding cost of reinforcement, fabrication and placing the grills in position and centering strutting.

Upto 1.5m below GL for capping slab. As per GA page 94/44



Item No

Upto Date Qty

Upto date Value



18

TR. No 53

a)18.26 5660 103351.6 0.00 0.00 18.26 103351.60 TR. No 53a

Reinforced cement concrete 1:1½:3 ( using 20mm size hard blue granite stone (machine crushed) excluding cost of reinforcement, fabrication and placing the grills in position and cost of centering, strutting and shuttering charges but including mixing conc.

For piers-upto 4.5m from GL As per GA page 96/44



Item No

Upto Date Qty

Upto date Value



19

TR. No 55

a Curved surface (0m - 3.3m).TR. No 55a

i3901.49 298 M² 1162644.02 11/56 2624.56 782118.88 1276.93 380525.14

b Round column TR. No 55b

i82.89 298 24701.22 0.00 0.00 82.89 24701.22

Centering for sides and soffits of R.C.C well steining,piers,pier top beam,bed block,main beam and deck slab including strutting upto 3.3 m height using MS sheets of size 90cmx60cm BG10 gauge and stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cm x 6.5cm spaced at 90cm c/c and supported by casurina props of 10 cm to 13 cm dia spaced at 75cm c/c complying with standard specification etc. and as directed by the departmental officer.

For well steining and capping slab. As per GA page 93/44

TR. No 55a(i)

0m - 3.3m for circular piers As per GA page 95/44

TR. No 55b(i)



Item No

Upto Date Qty

Upto date Value



ii15.24 319 4861.56 0.00 0.00 15.24 4861.56

20

TR. No 57

a280.44 5550 Qtl 1556442 12/56 178.84 992562.00 101.6 563880.00 TR. No 57a

b55.19 5410 Qtl 298577.9 12/56 9.00 48690.00 46.19 249887.90 TR. No 57b

21

408.00 475 M 193800 12/56 408.00 193800.00 0 0.00 TR. No 60

3.3m - 4.3m for circular piers As per GA page 95/44

TR. No 55b(ii)

Supplying fabricating and placing in position of RTS grills at all heights for reinforcement including cost of steel for all works and labour charges including cost of binding wire etc., complete for all RCC works and as directed by Dept. Officers.

RTS rods upto16 mm. As per GA page 83/44

RTS rods above 16 mm. As per GA page 83/44

Labour charges for putting bore holes of size 100mm dia in river bed in sandy and other loose soils using hand boring sets including the cost of hire charges ,coveyance charges of hand boring sets , collection of soil sample at frequent intervals and as directed by Dept. officers.



Item No

Upto Date Qty

Upto date Value



FOR MATERIALS

22

TR. No 93

b)100.00 10965 M 1096500 13/56 100.00 1096500.00 0.00 TR. No 93b

23

45.22 117 M3 5290.74 14/56 45.22 5290.74 0.00 0.00 TR. No 120

PUMPING MAIN COLLECTOR WELL I TO COMMON SUMP - 600M

Supply and delivery of the following sizes of DI & MS pipes as per standard specification.

700mm DI K7 class pipe (75% value).

CONSTRUCTION OF COLLECTOR WELL II - 6M INNER DIA

Earthwork excavation above water level in light or sandy or clay soil for collector well including levelling the site-From bed level =69.58m to LSWL 68.08m first depth.



Item No

Upto Date Qty

Upto date Value



24

1.00 325440 No 325440 15/56 1.00 325440.00 0.00 0.00 TR. No 121

18

TR. No 123

Providing RCC 1:1½:3 well curb of 6.00M internal dia and 7.90 M outer dia using 20mm HBS for an overall size of 2.0M at outer face and 0.60M at inner face with 150mmx150mmx10mm MS angle cutting edge excluding the cost of reinforcement fabricating and palcing in position but including the cost of welding, the holding down rods with MS angle, centering, shutting, shuttering charges compacting with viberators etc. completed as directed by the departmental officers.

RCC 1:1½:3 using 20mm HBS for well steining of 0.95M thick for the Collector well of 6.0M inner dia excluding the cost of reinforcement fabricating and placing the grill in position, the cost of centering strutting and shuttering but including the cost of viberation charges, curing & finishing etc. and as directed by the departmental officers.



Item No

Upto Date Qty

Upto date Value



a)259.25 4920 M3 1275510 16/56 43.60 214512.00 215.65 1060998.00 TR. No 123a

25

TR. No 124

a)

554.27 251 M² 139121.77 17/56 96.02 24101.02 458.25 115020.75 TR. No 124a

26

TR. No 130

a)105.12 5550 Qtl 583416 18/56 30.08 166944.00 75.04 416472.00 TR. No 130a

b) RTS rods Above 16 mm dia.25.03 5410 Qtl 135412.3 18/56 25.03 135412.30 0.00 0.00 TR. No 130b

Below bed level( upto 1.5m below G.L.). As per page 34/57

Centering the soffits of RCC work steining of collector well including the cost of materials and labour charges.Curved surface.

Upto 3.30m height below B.L and above GL. As per page 31/57

Supplying fabricating and placing the reinforcement in position including the cost of steel binding wire and all labour charges as directed by the Dept. Officers

RTS rods Upto 16 mm dia. As per page 33/57



Item No

Upto Date Qty

Upto date Value



27

10.00 34207.5 No 342075 0.00 0.00 10.00 342075.00 TR. No 132

28

884.50 475 M 420137.5 19/56 884.50 420137.50 0.00 0.00 TR. No 139

Supply delivery and fixing of 350mm dia CI sluice valves confirming to ISI spceification with operating gear rod arrangements for the radial drain IS 14846/2000 (PN-1) (75% Value)

Labour charges for putting bore holes of size 6" to 8" in river bed in sandy and other loose soils using hand boring sets including the cost of hire charges ,coveyance charges of hand boring sets , collection of soil sample at frequent intervals and as directed by the Departmental officers

CONSTRUCTION OF FOOT BRIDGE IN COLLECTOR WELL II - 410M



Item No

Upto Date Qty

Upto date Value



29

TR. No 164

a)279.76 117 M3 32731.92 20/56 160.39 18765.63 119.37 13966.29 TR. No 164a

b)128.09 M3 128.09 TR. No 164b

c)0.87 M3 0.87 TR. No 164c

30

22.00 18720 No 411840 21/56 21.00 393120.00 1.00 18720.00 TR. No 165

Earthwork excavation above Water Level in light or sandy soil for infiltration wells ,suction wells etc including levelling the site with the initial lead of 10 m and initial lift of 2m etc. complete.

For first depth of 2 m. As per page 12/62. (770.89-119.37=651.52)

For second depth of 2 m (Suplimental Item)

For third depth of 2 m (Suplimental Item)

Providing RCC 1:1 ½:3 well curb of 1.25M internal dia and 2.35 M outer dia using 20mm HBS for an overall size of 0.60M at outer face and 0.20M at inner face excluding the cost of reinforcement fabricating and palcing in position etc. complete as directed As per page 68/60



Item No

Upto Date Qty

Upto date Value



31

TR. No 166

a I depth of 2 m. 3.10 1290 M 3999 22/56 3.10 3999.00 0.00 TR. No 166a

b II depth of 2 m. 9.10 1930 M 17563 22/56 9.10 17563.00 0.00 TR. No 166b

c III depth of 2 m. 14.00 3090 M 43260 22/56 14.00 43260.00 0.00 TR. No 166c

d IV depth of 2 m. 6.00 4950 M 29700 22/56 6.00 29700.00 0.00 TR. No 166d

32

TR. No 167

Sinking of well below water level including all incidental charges using special tools and plants such as air compressors,helmets etc complete including bailing out water for 1.25 m inner dia etc as directed by the departmental officers.

Reinforced cement concrete 1:1½:3 (one cement, one & half sand, three course aggregate) using 20mm size hard blue granite stone (machine crushed) excluding cost of reinforcement, fabrication and placing the grills in position centering strutting, shutteri.



Item No

Upto Date Qty

Upto date Value



a)613.48 5660 M3 3472296.8 23/56 175.68 994348.80 437.80 2477948.00 TR. No 167a

33

TR. No 174

a)TR. No 174a

i For well steining and capping slab2441.94 298 M² 727698.12 24/56 703.36 209601.28 1738.58 518096.84

34

TR. No 176

a164.08 5550 Qtl 910644 25/56 62.59 347374.50 101.49 563269.50 TR. No 176a

For well steining-upto 4.5m from GL. As per page 98/59

Centering for sides and soffits of R.C.C well steining,piers,pier top beam,bed block,main beam and deck slab including strutting upto 3.3 mt height using MS sheets of size 90cmx60cm BG10 gauge and stiffend with welded MS angle of size 25mmx25mmx3mm laid .

Curved surface (0 - 3.3m). As per page 97/59

TR. No 174a(i)

Supplying fabricating and placing in position of RTS grills at all heights for reinforcement including cost of steel for all works and labour charges including cost of binding wire etc., complete for all RCC works and as directed by Dept. Officers.

RTS rods upto16 mm. As per page 96/59



Item No

Upto Date Qty

Upto date Value



b6.52 5410 Qtl 35273.2 25/56 6.22 33650.20 0.30 1623.00 TR. No 176b

35

444.00 475 M 210900 26/56 444.00 210900.00 0.00 0.00 TR. No 179

For MATERIALS

36

TR. No 228

b)400.00 14775 M 5910000 27/56 400.00 5910000.00 0.00 0.00 TR. No 228b

TOTAL AMOUNT 30370347.71 19398772.29 10971575.42

Discount 4.61% -1400073.00 -894283.40 -505790.00

RTS rods above 16 mm. As per page 96/59

Labour charges for putting bore holes of size 100 mm dia in river bed in sandy and other loose soils using hand boring sets including the cost of hire charges,coveyance charges of hand boring sets , collection of soil sample at frequent intervals and as

PUMPING MAIN FROM COLLECTOR WELL II TO COMMON SUMP - 1980M

Supply and delivery of the following sizes of DI-K7 & MS pipes as per IS 8329/2000 and including rubber gaskets as per IS 5382/1985 standard specification. As per page 5/59

800mm dia DI K7 class pipe (75% Value)



Item No

Upto Date Qty

Upto date Value



Total Amount 28970274.71 18504488.89 10465785.42

Deduct : Withheld 5% -1448513.74 -925224.00 -523289.27

Net Amount 27521761 17579265 9942496

Prepared By Checked By Approved By

SLE Project Engineer Team LeaderWapcos, Trichy Wapcos, Trichy Wapcos, Trichy

Counter Signed

Executive Engineer (East) Executive Engineer (West) City EngineerTiruchirappalli City Corporation. Tiruchirappalli City Corporation Tiruchirappalli City Corporation

sin pre upto

0.00 10286.64 10286.64

0.00 335726.64 335726.64

0.00 335726.64 335726.64

0.00 336914.14 336914.14

0.00 351154.14 351154.14

0.00 373234.14 373234.14

0.00 373234.14 373234.14

815932.80 1160532.54 1976465.34

815932.80 1160532.54 1976465.34

903571.96 1248036.16 2151608.12

903571.96 1248036.16 2151608.12

1246395.46 1668781.66 2915177.12

1246395.46 1799541.36 3045936.82

1691092.96 1799541.36 3490634.32

1759942.96 1799541.36 3559484.32

1759942.96 2229558.86 3989501.82

1759942.96 2229558.86 3989501.82

1759942.96 2229558.86 3989501.82

1762750.96 2257198.94 4019949.9

1762750.96 2257198.94 4019949.9

1762750.96 2257198.94 4019949.9

1856250.96 2780798.94 4637049.90

1856250.96 2780798.94 4637049.9

1856250.96 2783959.44 4640210.4

1856250.96 2840315.44 4696566.4

1856250.96 2991725.44 4847976.4

1856250.96 3160025.44 5016276.4

1856250.96 3365945.44 5222196.4

1856250.96 3406489.44 5262740.40

1856250.96 3406489.44 5262740.4

3524818.96 6780981.44 10305800.40

3744010.66 6780981.44 10524992.1

3926047.42 6780981.44 10707028.86

3952047.42 6780981.44 10733028.86

3952047.42 6780981.44 10733028.86

4116178.62 6780981.44 10897160.06

4116178.62 6780981.44 10897160.06

4219530.22 6780981.44 11000511.66

4219530.22 6780981.44 11000511.66

4219530.22 6780981.44 11000511.66

4600055.36 7563100.32 12163155.68

4600055.36 7563100.32 12163155.68

4624756.58 7563100.32 12187856.90

4629618.14 7563100.32 12192718.46

4629618.14 7563100.32 12192718.46

5193498.14 8555662.32 13749160.46

5443386.04 8604352.32 14047738.36

5443386.04 8798152.32 14241538.36

5443386.04 8798152.32 14241538.36

5443386.04 8798152.32 14241538.36

5443386.04 8798152.32 14241538.36

5443386.04 9894652.32 15338038.36

5443386.04 9894652.32 15338038.36

5443386.04 9899943.06 15343329.10

5443386.04 10225383.06 15668769.10

5443386.04 10225383.06 15668769.1

6504384.04 10439895.06 16944279.10

6504384.04 10439895.06 16944279.1

6619404.79 10463996.08 17083400.87

6619404.79 10463996.08 17083400.87

7035876.79 10630940.08 17666816.87

7035876.79 10766352.38 17802229.17

7377951.79 10766352.38 18144304.17

7377951.79 11186489.88 18564441.67

7377951.79 11186489.88 18564441.67

7377951.79 11186489.88 18564441.67

7391918.08 11205255.51 18597173.59

7391918.08 11205255.51 18597173.59

7391918.08 11205255.51 18597173.59

7410638.08 11598375.51 19009013.59

7410638.08 11598375.51 19009013.59

7410638.08 11602374.51 19013012.59

7410638.08 11619937.51 19030575.59

7410638.08 11663197.51 19073835.59

7410638.08 11692897.51 19103535.59

7410638.08 11692897.51 19103535.59

9888586.08 12687246.31 22575832.39

9888586.08 12687246.31 22575832.39

9888586.08 12687246.31 22575832.39

10406682.92 12896847.59 23303530.51

10406682.92 12896847.59 23303530.51

10969952.42 13244222.09 24214174.51

10971575.42 13277872.29 24249447.71

10971575.42 13488772.29 24460347.71

10971575.42 13488772.29 24460347.71

10971575.42 13488772.29 24460347.71

10971575.42 13488772.29 24460347.71

10971575.42 19398772.29 30370347.71

5445857.11 5525718.31

Form No. MCF 26 TIRUCHIRAPPALLI CITY CORPORATION No DateCONTRACTORS' JOURNAL VOUCHER

Dept.: EngineeringName of Contractor Contract Detail M.Book Nos Contract Bill No Date

2nd & Part Bill 30-11-2009

Account Code Account Head Project CodeLink Reference

NarrationType No

1 2 3 4 5 6 7 8 9 10

1 3121/3122 Work in progress 27521761.00

2 4035 Income Tax 2% 198850.00

3 4037 Sales Tax 2% -

4 4037 Surcharge 10% 19885.00

5 Caution Deposit 1% 99425.00

6 Education Cess 3% 6562.00

7 MWF fund 0.3% 29827.00

8 Mob Advance 700000.00

CC 1st & Part Bill 17579265.00

9 4047 Payable 27521761.00 18633814.00 8887947.00

Engineering Department Account Cell

Certified that the bill has been checked and passed for payment of

Rs.....................

after auditing Rs........................... for cost of materials issued

and for other recoveries and they have been posted in the respective Sub-Ledgers.

Total Prepared by Checkmeasuring Folio No Folio No.Budget Officer in Contractors Ledger in ProjectsProvision Ledger

SLEProject Engineer Folio No

Approved by in Projects Ledger

Team LeaderCounter Signed

Folio Noin Contractors Recovery Regr

Accountant Commissioner / Accounts OfficerEE (East) EE (West) City Engineer

M/s. IVRCL Infrastructures &

Projects Ltd.

Trichy Water Supply Improvement Scheme Package III Improvements to water supply in Ariyamangalam and Ponmalaipatty area: Creation of source of collector well - 1 & II, Construction of common sump and laying conveying main from collector I and II to Common

044, 053, 056, 057, 058, 059, 060, 062, 071, 072

Sl. No.

DebitRs.

CreditRs.

Net PaymentRs.

Certified that the bill is in accordance with imasurements recorded in the M.Book and the claim is correct as per agreement. The cost of materials issued and other recovering have been deducted from this bill and posted in following sub-ledgers. The Pay

(Rs.......................................................................................)

Expenditure upto this bill

27521761 9942496

550435.22 351585 198850 198849.92

55043.52 35159.00 19885 19884.99

275218 175793 99425 99425

18164 11602 6562 6562

82565 52738 29827 29827

2100000 1400000 700000 700000

27539653 17579265 9960388 17579265

30621079 19606142 8887946.59

ii ra bill (ivrcl) new revised 07-12-09

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