Bill Oht-2 July 2007
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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
Date: 30.06.2007
Name of work: Construction of RCC Over Head Tank at Qazigund, Anantnag and Baramulla (Package OHT-2) on Qazigund - Baramulla section of new BG Rail Line Project (J&K) Name of Contractor: M/S Md. Maqbool Reshi, R/o Watlab, Sopore, state J&K Contract agreement / work Order No.IRCON/ 1008/ J&K -DLI/ Over Head Tank/ OHT-2/8555 Date: 17/04/2006 Contract Value: Rs 1,15,020,63.90 Date of commencement of Work: 17/04/2006 Date of completion of work:17/07/2007 Ref & Date of Measurement: Qazigund MB no 592&610, Anantanag MB no 544 & 545, Baramulla MB no. 533 Measurement 30/06/2007 Sl no./ MB no.
BOQ Item
Description of Item
Unit
1/
Sch E/W in "B" Excavation … m3 1 ……..
592/610
Qazigund
544,545
Anantanag
533
Baramulla Total:
2/
2
P/L PCC 1:4:8……
BOQ Qty.
459.00
Qty upto this bill
Qty executed upto last bill
Qty executed since last bill
Rate (in Amount upto this Amount upto last Rs.) bill bill
Amount since last bill
103.335
103.335
0.000
130.65
-
68.89
68.89
0.000
130.65
-
81.00
81.00
0.000
130.65
253.23
253.23
0.00
130.65
33,083.85
33083.85
-
m3
592/610
Qazigund
6.889
6.889
0.000
2,279.75
-
544,545
Anantanag
6.889
6.889
0.000
2,279.75
-
533
Baramulla
6.889
6.889
0.000
2,279.75
-
24.00
20.667
20.667
0.00
2,279.75
189.00
55.112 55.112 55.110 165.334
55.112 55.112 55.110 165.334
0.000 0.000 0.000 0.000
4,038.20 4,038.20 4,038.20 4,038.20
Total: 3/ 592/610 544,545 533
3
47,115.59
47115.59
-
P/L Design mix M-25… in m3 pile cap Qazigund Anantanag Baramulla Total:
667,651.76
667651.76
-
4/
4
592/610 544,545 533
5/
Qazigund Anantanag Baramulla Total: 5
592/610 544,545 533
6/
6
592/610 544,545 533
8/ 592/610 544,545 533
0.000 0.000 0.000 0.000
5,806.85 5,806.85 5,806.85 5,806.85
60.00
0.0000 17.8433 19.7850 37.6283
0.0000 14.7383 19.7850 34.5233
0.0000 3.1050 0.0000 3.1050
5,390.20 5,390.20 5,390.20 5,390.20
93.00
32.116 32.185 38.364 102.665
32.116 32.185 38.364 102.665
0.000 0.000 0.000 0.000
9,048.20 9,048.20 9,048.20 9,048.20
1,538.00
377.40 555.00 555.00 1487.40
377.40 555.00 555.00 1487.40
0.000 0.000 0.000 0.000
1,300.63 1,300.63 1,300.63 1,300.63
3.00
1 1 1 3
1 1 1 3
0 0 0 0
32,096.80 32,096.80 32,096.80 32,096.80
650,553.02
650553.02
-
16,736.57 202,824.06
186087.49
16,736.57
928,933.45
928933.45
-
Cast in situ 500 mm dia Rm pile Qazigund Anantanag Baramulla Total:
9
37.442 39.505 35.085 112.032
P/L Design mix M-25… in 3 m dome wall etc. Qazigund Anantanag Baramulla Total:
8
93.00
37.442 39.505 35.085 112.032
P/L Design mix M-25… in staircase etc. Qazigund Anantanag Baramulla Total:
592/610 544,545 533
7/
P/L Design mix M-25… in 3 m Column, Beam.
1,934,557.06
1934557.06
-
Carrying out no Vt PLT…. Qazigund Anantanag Baramulla Total:
96,290.40
96290.40
-
9/
10
592/610 544,545 533
10/
Qazigund Anantanag Baramulla Total: Sch "B" 11
592/610 544,545 533
11/ 592/610 544,545 533
12/ 592/610 544,545 533
Carrying out routine Vt no load Test…. 1 1 1 3
3.00
1 1 1 3
1 1 1 3
0 0 0 0
20,209.00 20,209.00 20,209.00 20,209.00
60,627.00
60627.00
0.00
Carrying out Lateral load no Test…. Qazigund Anantanag Baramulla Total:
Sch "C" 1
3.00
1 1 1 3
0 20,209.00 0 20,209.00 0 20,209.00 0 20,209.00 Total of schedule "B"
0.00 60,627.00 4682263.20
60627.00 4665526.62
0.00 16736.57
95% for Schedule "B" (5% below Quoted Rate)
4448150.04
4432250.29
15899.74
15899.74
P/L …. reinforcement Kg of TMT steel bar Qazigund Anantanag Baramulla Total:
113,250.00
23,663.879 26,909.130 30,681.724 81,254.73
23,663.879 26,670.748 30,681.724 81,016.35
0.000 238.382 0.000 238.38
40.60 40.60 40.60 40.60
9,678.33 -
3,030.00
0.000 386.400 537.305 923.705
0.000 0.000 537.305 537.31
0.000 0.000 0.000 386.400
40.60 40.60 40.60 40.60
37,502.42
21814.58
15,687.84
Total of schedule "C"
3,336,444.60
3,311,078.43
25,366.17
106% for Schedule "C" [6% above (quoted rate)]
3,536,631.27
3,509,743.14
26,888.14
7,984,781.31
7,941,993.43
42,787.88
3,298,942.18
3289263.85
9,678.33
P/L …. Sch reinforcement Kg "C" 2 of TMT steel bar Qazigund Anantanag Baramulla Total:
TOTAL
-
Say Contractor Asst. Mgr/ Civil
42,788.00
-
-
-
-
15,899.74 -
-
-
-
-
- Qazigund - Anantanag 0.00 Baramulla Total: 15899.74
15,899.74 15,899.74
10,259.02 -
Qazigund Anantanag Baramulla
Total:
26,158.77 -
26,159.00
Sl no./ Description BOQ Item MB no. of Item 1/
Sch "B" 1
Unit
BOQ Qty.
Qty upto this Qty executed Qty executed bill upto last bill since last bill
Rate (in Rs.)
Amount upto Amount upto this bill last bill
Amount since last bill
E/W in Excavation … m3 ……..
544,545
0
Anantanag
2/
2
P/L PCC 1:4:8……
544,545
0
Anantanag
3/
3
P/L Design mix M-25… in m3 pile cap
544,545
0
4/
4
544,545
0
5/
5
544,545
0
#REF!
6
544,545
0
6/
8
459
68.89
68.89
-
130.65
9,000.48
9,000.48
-
-
24
6.889
6.889
-
2,279.75
15,705.20
15,705.20
-
-
189
55.11
55.11
-
4,038.20
222,553.28
222,553.28
-
-
93
39.505
39.505
-
5,806.85
229,399.61
229,399.61
-
-
60
17.84
14.74
3.11
5,390.20
96,178.96
79,442.38
-
93
32.185
32.185
-
9,048.20
291,216.32
291,216.32
m3
Anantanag P/L Design mix M-25… in m3 Column, Beam. Anantanag P/L Design mix M-25… in staircase etc.
-
Anantanag P/L Design mix M-25… in m3 dome wall etc. Anantanag Cast in situ 500 mm dia pile
-
Rm
16,736.57
-
544,545
0
Anantanag
7/
9
Carrying out Vt PLT….
544,545
0
Anantanag
8/
10
Carrying out routine Vt load Test….
544,545
0
Anantanag
9/ 544,545
Carrying out Sch "B" Lateral load 11 Test…. 0
-
1,538
555.00
555.00
-
1,300.63
721,849.65
721,849.65
-
-
3
1.000
1.000
-
32,096.80
32,096.80
32,096.80
-
no
no -
-
1.00
1.00
-
20,209.00
20,209.00
20,209.00
-
-
-
1.000
1.000
-
20,209.00
20,209.00
20,209.00
-
Total of schedule "B"
1,658,418.29
1,641,681.72
16,736.57
1,575,497.37
1,559,597.63
15,899.74
40.60
1,092,510.69
1,082,832.37
9,678.33
40.60
15,687.84
Total of schedule "C"
1,108,198.53
1,082,832.37
9,678.33
6.00% above (quoted rate) for Schedule "C"
1,174,690.45
1,147,802.31
10,259.02
Grand total:
2,750,187.82
2,707,399.94
26,158.77
no
Anantanag
95% for Schedule "B" (5% below Quoted Rate)
10/ 544,545 11/ 544,545
P/L …. Sch "C" reinforcement Kg 1 of TMT steel bar 0
Anantanag
-
-
26,909.130
26,670.748
-
-
386.400
0.000
238.38
P/L …. Sch "C" reinforcement Kg 2 of TMT steel bar 0
Anantanag
-
-
-
Certified that the forgoing claim is correct. The necessary measurement were taken and recorded as follows Sl no. Name of Engineer 1 2 3
Date of measurement:
Sri Ben Bahadur Soni, AM/ Civil Sri Surajit Ghosh, AM/ Civil Sri Tarun Kumar Mgr/ Civil
30/06/2007 28/06/2007 ----------
Measurement No 6th 6th nil
MB no
Page
592 544,545 533
18-21 13-16 nil
Date: (Samir Haloi) Mgr/ Civil Certified that, Measurements Recorded in MB No. 592, (544, 545) & 533 are fully accepted by me and I do not have any other claim 1 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.
(Surajit Ghosh) Asst. Manager/ 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
Date: 30.06.2007
Name of work: Construction of RCC Over Head Tank at Qazigund, Anantnag and Baramulla (Package OHT-2) on Qazigund - Baramulla section of new BG Rail Line Project (J&K) Name of Contractor: M/S Md. Maqbool Reshi, R/o Watlab, Sopore, state J&K Contract agreement / work Order No.IRCON/ 1008/ J&K -DLI/ Over Head Tank/ OHT-2/8555 Date: 17/04/2006 Contract Value: Rs 1,15,020,63.90 Date of commencement of Work: 17/04/2006 Date of completion of work:17/07/2007 Ref & Date of Measurement: Qazigund MB no 592&610, Anantanag MB no 544 & 545, Baramulla MB no. 533 Measurement 30/06/2007 Sl no./ MB no.
BOQ Item
Description of Item
Unit
1/
Sch E/W in "B" Excavation … m3 1 ……..
592/610
Qazigund
544,545
Anantanag
533
Baramulla Total:
2/
2
P/L PCC 1:4:8……
BOQ Qty.
459.00
Qty upto this bill
Qty executed upto last bill
Qty executed since last bill
Rate (in Amount upto this Amount upto last Rs.) bill bill
Amount since last bill
103.335
103.335
0.000
130.65
-
68.89
68.89
0.000
130.65
-
81.00
81.00
0.000
130.65
253.23
253.23
0.00
130.65
33,083.85
33083.85
-
m3
592/610
Qazigund
6.889
6.889
0.000
2,279.75
-
544,545
Anantanag
6.889
6.889
0.000
2,279.75
-
533
Baramulla
6.889
6.889
0.000
2,279.75
-
24.00
20.667
20.667
0.00
2,279.75
189.00
55.112 55.112 55.110 165.334
55.112 55.112 55.110 165.334
0.000 0.000 0.000 0.000
4,038.20 4,038.20 4,038.20 4,038.20
Total: 3/ 592/610 544,545 533
3
47,115.59
47115.59
-
P/L Design mix M-25… in m3 pile cap Qazigund Anantanag Baramulla Total:
667,651.76
667651.76
-
4/
4
592/610 544,545 533
5/
Qazigund Anantanag Baramulla Total: 5
592/610 544,545 533
6/
6
592/610 544,545 533
8/ 592/610 544,545 533
0.000 0.000 0.000 0.000
5,806.85 5,806.85 5,806.85 5,806.85
60.00
0.0000 17.8433 19.7850 37.6283
0.0000 14.7383 19.7850 34.5233
0.0000 3.1050 0.0000 3.1050
5,390.20 5,390.20 5,390.20 5,390.20
93.00
32.116 32.185 38.364 102.665
32.116 32.185 38.364 102.665
0.000 0.000 0.000 0.000
9,048.20 9,048.20 9,048.20 9,048.20
1,538.00
377.40 555.00 555.00 1487.40
377.40 555.00 555.00 1487.40
0.000 0.000 0.000 0.000
1,300.63 1,300.63 1,300.63 1,300.63
3.00
1 1 1 3
1 1 1 3
0 0 0 0
32,096.80 32,096.80 32,096.80 32,096.80
650,553.02
650553.02
-
16,736.57 202,824.06
186087.49
16,736.57
928,933.45
928933.45
-
Cast in situ 500 mm dia Rm pile Qazigund Anantanag Baramulla Total:
9
37.442 39.505 35.085 112.032
P/L Design mix M-25… in 3 m dome wall etc. Qazigund Anantanag Baramulla Total:
8
93.00
37.442 39.505 35.085 112.032
P/L Design mix M-25… in staircase etc. Qazigund Anantanag Baramulla Total:
592/610 544,545 533
7/
P/L Design mix M-25… in 3 m Column, Beam.
1,934,557.06
1934557.06
-
Carrying out no Vt PLT…. Qazigund Anantanag Baramulla Total:
96,290.40
96290.40
-
9/
10
592/610 544,545 533
10/
Qazigund Anantanag Baramulla Total: Sch "B" 11
592/610 544,545 533
11/ 592/610 544,545 533
12/ 592/610 544,545 533
Carrying out routine Vt no load Test…. 1 1 1 3
3.00
1 1 1 3
1 1 1 3
0 0 0 0
20,209.00 20,209.00 20,209.00 20,209.00
60,627.00
60627.00
0.00
Carrying out Lateral load no Test…. Qazigund Anantanag Baramulla Total:
Sch "C" 1
3.00
1 1 1 3
0 20,209.00 0 20,209.00 0 20,209.00 0 20,209.00 Total of schedule "B"
0.00 60,627.00 4682263.20
60627.00 4665526.62
0.00 16736.57
95% for Schedule "B" (5% below Quoted Rate)
4448150.04
4432250.29
15899.74
15899.74
P/L …. reinforcement Kg of TMT steel bar Qazigund Anantanag Baramulla Total:
113,250.00
23,663.879 26,909.130 30,681.724 81,254.73
23,663.879 26,670.748 30,681.724 81,016.35
0.000 238.382 0.000 238.38
40.60 40.60 40.60 40.60
9,678.33 -
3,030.00
0.000 386.400 537.305 923.705
0.000 0.000 537.305 537.31
0.000 0.000 0.000 386.400
40.60 40.60 40.60 40.60
37,502.42
21814.58
15,687.84
Total of schedule "C"
3,336,444.60
3,311,078.43
25,366.17
106% for Schedule "C" [6% above (quoted rate)]
3,536,631.27
3,509,743.14
26,888.14
7,984,781.31
7,941,993.43
42,787.88
3,298,942.18
3289263.85
9,678.33
P/L …. Sch reinforcement Kg "C" 2 of TMT steel bar Qazigund Anantanag Baramulla Total:
TOTAL
-
Say Contractor Asst. Mgr/ Civil
42,788.00
-
-
-
-
15,899.74 -
-
-
-
-
- Qazigund - Anantanag 0.00 Baramulla Total: 15899.74
15,899.74 15,899.74
10,259.02 -
Qazigund Anantanag Baramulla
Total:
26,158.77 -
26,159.00
Sl no./ Description BOQ Item MB no. of Item 1/
Sch "B" 1
Unit
BOQ Qty.
Qty upto this Qty executed Qty executed bill upto last bill since last bill
Rate (in Rs.)
Amount upto Amount upto this bill last bill
Amount since last bill
E/W in Excavation … m3 ……..
544,545
0
Anantanag
2/
2
P/L PCC 1:4:8……
544,545
0
Anantanag
3/
3
P/L Design mix M-25… in m3 pile cap
544,545
0
4/
4
544,545
0
5/
5
544,545
0
#REF!
6
544,545
0
6/
8
459
68.89
68.89
-
130.65
9,000.48
9,000.48
-
-
24
6.889
6.889
-
2,279.75
15,705.20
15,705.20
-
-
189
55.11
55.11
-
4,038.20
222,553.28
222,553.28
-
-
93
39.505
39.505
-
5,806.85
229,399.61
229,399.61
-
-
60
17.84
14.74
3.11
5,390.20
96,178.96
79,442.38
-
93
32.185
32.185
-
9,048.20
291,216.32
291,216.32
m3
Anantanag P/L Design mix M-25… in m3 Column, Beam. Anantanag P/L Design mix M-25… in staircase etc.
-
Anantanag P/L Design mix M-25… in m3 dome wall etc. Anantanag Cast in situ 500 mm dia pile
-
Rm
16,736.57
-
544,545
0
Anantanag
7/
9
Carrying out Vt PLT….
544,545
0
Anantanag
8/
10
Carrying out routine Vt load Test….
544,545
0
Anantanag
9/ 544,545
Carrying out Sch "B" Lateral load 11 Test…. 0
-
1,538
555.00
555.00
-
1,300.63
721,849.65
721,849.65
-
-
3
1.000
1.000
-
32,096.80
32,096.80
32,096.80
-
no
no -
-
1.00
1.00
-
20,209.00
20,209.00
20,209.00
-
-
-
1.000
1.000
-
20,209.00
20,209.00
20,209.00
-
Total of schedule "B"
1,658,418.29
1,641,681.72
16,736.57
1,575,497.37
1,559,597.63
15,899.74
40.60
1,092,510.69
1,082,832.37
9,678.33
40.60
15,687.84
Total of schedule "C"
1,108,198.53
1,082,832.37
9,678.33
6.00% above (quoted rate) for Schedule "C"
1,174,690.45
1,147,802.31
10,259.02
Grand total:
2,750,187.82
2,707,399.94
26,158.77
no
Anantanag
95% for Schedule "B" (5% below Quoted Rate)
10/ 544,545 11/ 544,545
P/L …. Sch "C" reinforcement Kg 1 of TMT steel bar 0
Anantanag
-
-
26,909.130
26,670.748
-
-
386.400
0.000
238.38
P/L …. Sch "C" reinforcement Kg 2 of TMT steel bar 0
Anantanag
-
-
-
Certified that the forgoing claim is correct. The necessary measurement were taken and recorded as follows Sl no. Name of Engineer 1 2 3
Date of measurement:
Sri Ben Bahadur Soni, AM/ Civil Sri Surajit Ghosh, AM/ Civil Sri Tarun Kumar Mgr/ Civil
30/06/2007 28/06/2007 ----------
Measurement No 6th 6th nil
MB no
Page
592 544,545 533
18-21 13-16 nil
Date: (Samir Haloi) Mgr/ Civil Certified that, Measurements Recorded in MB No. 592, (544, 545) & 533 are fully accepted by me and I do not have any other claim 1 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.
(Surajit Ghosh) Asst. Manager/ 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
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