Bill M-12 July 2008

IRCON International Limited (A Govt. Of India Undertaking) Qazigund-Baramulla New Rail Line Project, Srinagar SUB CONTRACTORS RUNNING ACCOUNT BILL/CC RA Bill/CC No.8TH Name of work: Construction of Miscellaneous External Development Works at Anantnag Yard, (Package M-12) on Qazigund - Baramulla Section of New BG Rail Line Project (J&K) Name of Agency: A.N. Builders, K.P.Road, Anantnag, Kashmir Contract agreement / work Order No.IRCON/ 1008/ J&K -DLI/ Ext Devlp. Works/ M-12/1172 Date: 31-08-2007 Contract Value: Rs. 3,28,55,914.91 Date of commencement of Work: 31-08-2007 Date of completion of work: Scheduled: 31-12-2007 Extension granted upto: 31-05-2008; Further extension on process

Date: 31-07-2008

Date of Measurement: MB no 1019, 1102 Date: 31-07-2008 Sl no

BOQ Item

Description of Item

Unit

BOQ Qty.

Qty executed upto this bill

Qty executed upto last bill

Qty executed since last bill

Rate (in Rs.)

6,193.617

-

91.50

Amount upto this bill

Amount upto last bill

Amount since last bill

SCHEDULE A: Quoted rete 45% Above 1 2 3 4 5 6 7 8 9 10 11

9172379.xls

SUB HEAD NO-1: EARTH WORK Earth work in 1.1 excavation width more cum 4,200.00 than 1.5m Excavating trenches for 2.1.1 metre 800.00 pipes Extra for excavating 3 metre 50.00 trenches EW in excavation width 4 cum 6,000.00 less than 1.5m Extra for excavating for 5.1 cum 4,000.00 additional 1.5m Filling with available 6 cum 8,000.00 soil SUB HEAD NO-2: WATER SUPPLY 1.1 GI pipes 32 mm NB metre 800.00 1.2 GI pipes 40 mm NB metre 1,200.00 1.3 GI pipes 50 mm NB metre 400.00 1.4 GI pipes 65 mm NB metre 600.00 1.5 GI pipes 80 mm NB metre 300.00

12 13 14 15 16

2.1 2.2 2.3 2.4 2.5

17

3.1

18

3.2

19

3.3

Gate vulve 32 mm NB Gate vulve 40 mm NB Gate vulve 50 mm NB Gate vulve 65 mm NB Gate vulve 80 mm NB Painting 32 mm NB Pipes Painting 40 mm NB Pipes Painting 50 mm NB Pipes

6,193.617

566,715.96

566,715.96

-

-

-

-

95.55

-

-

-

-

-

-

125.17

-

-

-

440.060

369.260

4,132.096

4,132.096

4,324.467

70.800

93.55

41,167.61

34,544.27

6,623.34

-

12.45

51,444.60

51,444.60

-

4,324.467

-

30.25

130,815.13

130,815.13

-

190.10 420.00 100.70 452.30 66.60 -

-

19,684.86 48,930.00 16,303.33 88,311.58 17,991.99 -

19,684.86 48,930.00 16,303.33 88,311.58 17,991.99 -

-

metre metre metre metre metre

15.00 8.00 5.00 5.00 4.00

190.10 420.00 100.70 452.30 66.60 -

metre

800.00

190.10

190.10

-

3.10

589.31

589.31

-

metre

1,200.00

420.00

420.00

-

3.50

1,470.00

1,470.00

-

metre

400.00

35.50

35.50

-

4.15

147.33

147.33

-

Page 1 of 8

103.55 116.50 161.90 195.25 270.15 230.85 287.35 427.15 566.95 902.20

20

3.4

21

3.5

22

4.1

23

4.2

24

4.3

25

4.4

26

4.5

27

5.1

28

6.1

29

7.1

30 31 32 33 34 35 36 37 38 39 40 41 42

9172379.xls

Painting 65 mm NB Pipes Painting 80 mm NB Pipes Zone V sand filling around the pipes 32 mm NB Zone V sand filling around the pipes 40 mm NB Zone V sand filling around the pipes 50 mm NB Zone V sand filling around the pipes 65 mm NB Zone V sand filling around the pipes 80 mm NB Double acting CI air vulve Masonry Chamber 300x300x500 Masonry Chamber 600x600x750

metre

600.00

300.00

300.00

-

5.10

1,530.00

1,530.00

-

metre

300.00

66.60

66.60

-

5.95

396.27

396.27

-

metre

800.00

-

-

-

16.60

-

-

-

metre

1,200.00

-

-

-

16.80

-

-

-

metre

400.00

-

-

-

17.40

-

-

-

metre

600.00

-

-

-

27.50

-

-

-

metre

300.00

-

-

-

28.35

-

-

-

nos

1

-

-

-

3940.00

-

-

-

nos

25

-

-

-

385.70

-

-

-

nos

8

-

-

-

2187.65

-

-

-

SUB HEAD NO-3: BRICK WORK Brick work in 1:4 1 cum 200.00 124.617 morter SUB HEAD NO-4: STONE MASONRY 1.1 CRM cum 1,000.00 extra in CRM above 1.2 cum plinth SUB HEAD NO-5: FINISHING 1 12 MM Thk morter sqm 2,000.00 1,084.60 2 Net Cement punning sqm 2,000.00 3 Synthetic enamel paint sqm 80.00 SUB HEAD NO-6: FLOORING 1.1 50 mm thk flooring sqm 400.00 SUB HEAD NO-7: CEMENT CONCRETE 1.1 1:2:4 Concrete cum 50.00 24.570 1.2 1:4:8 PCC cum 500.00 263.268 SUB HEAD NO-8: REINFORCED CEMENT CONCRETE M-20 Concrete in 1.1 cum 1,000.00 797.565 foundation M-20 Concrete in Wall 1.2.1 cum 100.00 269.457 column piller M-20 Concrete in 1.2.2 cum 50.00 15.063 Beam, girder etc. 2.1 Add for M-25 concrete cum 1,000.00 1,082.085

119.857

4.760

1383.00

443.730

(443.730)

1335.20

-

240.05

-

-

-

1,030.00 -

54.60 -

15.176 254.908

9.394 8.360

797.565 246.957 15.063 1,059.585

Page 2 of 8

22.500 22.500

52.00 13.30 24.25

172,345.31

165,762.23

6,583.08

592,468.30

(592,468.30)

-

-

133.60

56,399.20 -

53,560.00 -

2,839.20 -

1843.00 1404.70

45,282.51 369,812.56

27,969.37 358,069.27

17,313.14 11,743.29

2284.05

1,821,678.34

1,821,678.34

2411.40

649,768.61

595,512.11

2518.25

37,932.40

37,932.40

84.00

90,895.14

89,005.14

54,256.50 1,890.00

9172379.xls

43

3.1

44

3.2

45

3.3

46

3.4

47

3.5

48

3.6

49

3.7.1

50 51

1 2

52

1.1.1

53

1.2.1

54

2.1.1

55

2.2.1

56 57 58

3 4.1.1 5.1

59

6.1

60

7.1

61

8

62

9.1

63

10.1

Centring shuttering at foundation Centring shuttering at wall etc. Centring shuttering at roof etc. Centring shuttering for column etc. Centring shuttering at Lintel etc. Centring shuttering at Stair.

195.577

195.577

-

61.10

11,949.75

11,949.75

-

3,374.019

3,374.019

-

106.40

358,995.62

358,995.62

-

120.00

83.04

83.04

-

111.20

9,234.05

9,234.05

-

sqm

20.00

29.792

29.792

-

87.95

2,620.21

2,620.21

-

sqm

22.00

29.250

29.250

-

135.80

3,972.15

3,972.15

-

sqm

100.00

105.373

105.373

-

106.40

11,211.69

11,211.69

-

metre

1,500.00

60.28

60.28

-

29.90

1,802.37

1,802.37

-

SUB HEAD NO-9: FENCING 2.5m long post nos RCC struts nos SUB HEAD NO-10: SEWERAGE 900x800x600 manhole nos 10 600mm dia SFRC nos 15 cover Extra for manhole size metre 1.20 900x800x600 Extra for manhole size metre 8.00 120x900x900 MS foot rest nos 25 Spun pipe metre 12.00 Stone ware pipe metre 600.00 Painting 100 mm dia metre 16.00 pipe Soak pit 2.50m Dia nos 18 3.0m deep 1:5:10 PCC around metre 900.00 150mm dia SW pipe 150mm dia CI drop nos 4 connection extra for 150mm dia CI metre 8.00 drop connection SUB HEAD NO-11: ROADS & PATHWAYS Excavation for road sqm 5,000.00 39cm depth Stone aggregate 90 to cum 975.00 45 mm 150mm thk Stone aggregate 65 to cum 650.00 45 mm 100mm thk

6.00

-

6.00

2437.24

-

-

-

3796.85

-

-

-

-

-

-

1702.15

-

-

-

-

-

-

2039.15

-

-

-

-

-

-

70.00 361.45 111.60

-

-

-

-

-

-

12.65

-

-

-

3.00

3.00

-

6396.25

-

-

-

233.35

-

-

-

-

-

-

3268.85

-

-

-

-

-

-

1265.25

-

-

-

-

-

-

-

-

-

Centring shuttering at Edges of slab and break in floor and walls under 20cm wide.

sqm

100.00

sqm

1,200.00

sqm

64

1

65

2.1

66

2.2

67

2.3

Stone aggregate 53 to 22.4 mm 100mm thk

cum

68

3.1

Laying for sub base 90 to 45 mm agg.

cum

488.00 165.05

14,623.44

19,188.75

-

19,188.75

14,623.44

-

2,287.649

2,287.649

-

37.27

85,260.68

85,260.68

-

499.0680

499.0680

-

374.65

186,975.83

186,975.83

-

312.0450

312.0450

-

389.65

121,588.33

121,588.33

-

650.00

334.100

112.500

432.55

144,514.96

48,661.88

975.00

499.0680

499.0680

128.90

64,329.87

64,329.87

Page 3 of 8

221.600 -

95,853.08 -

69

3.2

70

3.3

71

4

72

5.1

73

5.2

74

6.1

75 76

7.1 8.1

77

1.1

78

2

79

3

80

1

81

2.1

82

3

83

4

84

5

Laying for base course with 63 to 45 mm agg.

cum

650.00

Laying for base course cum 650.00 with 53 to 22.4 mm agg. Morrum supply cum 1,200.00 Stone screening 13.2 cum 1,200.00 mm nominal size (Type-A) Stone screening 11.1mm nominal size cum 1,200.00 (Type-B) Tack coat using sqm 1,000.00 bitumen on WBM Asphalt paving sqm 10,000.00 Brick edging metre 2,000.00 SUB HEAD NO-12: DRAINAGE 20 cm deep BW drain metre 300.00 laying PCC 1:5:10 around 300 dia hume metre 1,200.00 pipe laying PCC 1:5:10 around 500 dia hume metre 50.00 pipe SUB HEAD NO-13: MISCELLANEOUS Supply and filling of stone aggregate 90 to cum 1,000.00 45mm PVC pipe 110 mm dia. metre 2,000.00 300mm dia S&S spun metre 60.00 pipe 300 mm dia lead nos 2 caulked jionts. Supplying pig lead at Quintal 0.100 site of work. TOTAL OF SCHEDULE A :

312.0450

312.0450

334.100

112.500

221.600

122.00

38,069.49

38,069.49

122.00

40,760.20

13,725.00

27,035.20

-

-

-

264.70

-

-

-

-

-

-

470.95

-

-

-

-

-

-

465.10

-

-

-

-

-

-

11.50

-

-

-

-

-

-

105.00 35.80

-

-

-

202.50

137.50

65.00

-

-

-

-

-

-

195.20 452.95 360.95

91,722.38

62,280.63

29,441.75

-

-

-

-

-

-

898.80

368.94

529.86

425.80

382,709.04

157,094.65

225,614.39

284.900

178.834

106.066

126.65

36,082.59

22,649.33

13,433.26

-

-

-

1820.85

-

-

-

-

-

-

176.00

-

-

-

-

-

-

3781.15

-

-

-

145% OF SCHEDULE A : Quoted Rate 45% Above

9172379.xls

-

Page 4 of 8

-

-

-

5855223.39

5940442.02

-85218.63

8490073.92

8613640.93

-123567.01

SCHEDULE B : Quoted rete 28% Above 85

1.1

86

2.1

87

3

DSR STEEL ITEM 1.8m fencing with GI barbed wire. 1.2m fencing with GI barbed wire.

-

-

-

-

-

-

metre

2,500.00

-

-

-

38.50

-

-

-

metre

300.00

-

-

-

55.90

-

-

-

kg

700.00

-

-

-

37.30

-

-

-

TOTAL OF SCHEDULE B :

0.00

0.00

0.00

128% OF SCHEDULE B : Quoted Rate 28% Above

0.00

0.00

0.00

40mm GI pipe hand rail

SCHEDULE C : Quoted rete 30% Above

9172379.xls

88

1

89

2

90

3

TMT steel bar kg 80,000.00 95,229.182 structural steel in kg 1,200.00 builtup section structural steel work in kg 800.00 single section TOTAL OF SCHEDULE C : 130% OF SCHEDULE C : Quoted Rate 30% Above

78,480.192

16,748.990

40.60

3,866,304.79

3,186,295.80

680,008.99

-

-

48.35

-

-

-

-

-

44.00

-

-

-

3866304.79 5026196.23

Page 5 of 8

3186295.80 4142184.53

680008.99 884011.69

SCHEDULE D : Quoted rete 32% Above 91

1

92

2

93

3

94

4

95

5

96

6

97

7

98

8

99

9

100

10

101

11

102

12

DRAINAGE AND SEWARAGE 400 mm wide drain metre cover 560 mm dia SFRC nos Manhole cover Trolley mounted 22.5kg capacity fire nos extinguisher Trolley mounted 50ltr capacity foam tipe fire nos extinguisher Sand bucket fire nos extinguisher set. M-30 grade interlocking paver block

sqm

2,000.00

70.00

-

70.00

715.00

50,050.00

-

50,050.00

25

-

-

-

880.00

-

-

-

3

-

-

-

22110.00

-

-

-

2

-

-

-

11110.00

-

-

-

2

-

-

-

1155.00

-

-

-

700.00

Kerb stone metre 300.00 earth filling in cum 30,000.00 embankment. 300 mm dia NP3 RCC metre 400.00 hume pipe 500 mm dia NP3 RCC metre 20.00 hume pipe M-40 grade Precast sqm 150.00 cement concrete chequred tiles. GSB filling cum 3,500.00 TOTAL OF SCHEDULE D : 132% OF SCHEDULE D : Quoted Rate 32% Above

743.468

303.668

439.800

632.50

470,243.51

192,070.01

278,173.50

702.00

419.70

282.30

165.00

115,830.00

69,250.50

46,579.50

29,140.00

26,340.00

2,800.00

90.00

2,622,600.00

2,370,600.00

252,000.00

342.50

207.50

135.00

726.00

248,655.00

150,645.00

98,010.00

-

-

75.35

75.35

3,481.805

2,096.689

-

1089.00

-

-

-

589.60

44,426.36

44,426.36

1,385.116

400.00

1,392,722.00 4944526.87 6526775.47

838,675.60 3665667.47 4838681.06

554,046.40 1278859.40 1688094.41

NON SCHEDULE ITEMS: 1

NS-1 Blanketing

320.00

308.311

-

308.31

530.00

163,404.83

-

163,404.83

2

NS-2 Stair case railing

35.00

23.400

-

23.40

541.21

12,664.40

-

12,664.40

3

NS-3

600.00

311.000

-

311.00

453.00

140,883.00

-

140,883.00

4

NS-4 RRM in 1:6 Morter

1,000.00

468.370

-

468.37

1826.64

855,543.38

-

855,543.38

1,172,495.60

-

1,172,495.60

150mm PVC sewar pipe

TOTAL OF NON SCHEDULE ITEMS : Grand Total: (A+B+C+D)= Amount held up for incomplete ramp and stair railing and other finishing work is Rs.50,000/-

21,215,541.22

17,594,506.52 Say : Amount payable Rs.

3,621,034.70

3,621,035.00 3,571,035.00

Amount Payable in this 8th RA bill is Rupees Thirty Five Lakhs Seventy One Thousand and thirty five only.. CHECK LIST

9172379.xls

Page 6 of 8

Certified that the foregoing claim is correct, for which necessary measurement were taken and recorded at the MB-1019, 1102 by sh. Surajit Ghosh, AM/Civil, dated 31-07-2008and that the work has been satisfactorily as per drawing and specification.

Date: Certified that,

JGM/ Civil

1

Measurements Recorded in MB No. 1019, 1102 are fully accepted by me and I do not have any other claim against this bill.

2

The labour employed by me have been paid minimum wages as fixed in similar type of work in the area.

3

All taxes including Royalty charges. Cess, etc. due to the govt. on the materials used for this work have been fully paid and no payment is due to them.

4

All the insurance polices as per previous of the contract has been taken by me and are valid as on date.

5

I have extended the provident fund benefits to the staff engaged by me and requisites amount of providend fund has been remitted to the providend fund commissioner.

6

The statury formalities and guidelines has been complied with.

Date:

Contractor

Certified that, 1

The quantity billed is not more than the quantity actually executed at site.

2

No material has been issued to the contractor, for which the cost was to be recovered except such as specially provided in the agreement/ work order.

3

No departmental tools & plants have been issued to the contractor other than those for which hire charges have been recovered in this bill.

4

In case of lump sum payment, approximate quantity billed is not more than the quantity actually at site.

5

The work has been executed as per approved drawing and specifications and the method of measurement is correct.

6

That the statury formalities and guidelines has been complied with.

AM/C

DGM/ Mgr/ Civil

Chargeble to ........................................................................ and to be included in the account for the month of ................... To be paid at …………................... in presence of ............................................................. by Cheque on or before................

Date:

Manager/Finance

Name of work: Construction of Miscellaneous External Development Works at Anantnag, (Package M-12) on Qazigund - Baramulla Section of New BG Rail Line Project (J&K) Contract agreement / work Order No.IRCON/ 1008/ J&K -DLI/ Ext Devlp. Works/ M-12/1172 Date: 31-08-2007 Contract Value: Rs. 3,28,55,914.91

Date of commencement of Work: 31-08-2007 Date of completion of work: Scheduled: 31-12-2007