Final Variation Statement Oht-2
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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: Scheduled:16-02-2007, Further extension Granted Upto : 30-09-2007 BOQ Item 1
Description of Item 2
1.1
P/F GI pipe 40mm …
Unit
BOQ Qty.
3
4
Actual Date of completion of work : 30-09-2007 Rate Executed BOQ Amount (in Rs.) Quantity 5 6 7
Executed Amount 8
Percentage Variation 9
Remarks 10 5 1 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
m
Qazigund
138
Anantanag
138
Baramulla
135.65
Total:
240
37.30
8,952.00
411.65
15,354.55
71.52
2.1
1:2:4 Concrete flooring
sqm
165
113.7
18,760.50
0.00
-
(100.00)
Item not operated
3
Making chequers on flooring
sqm
180
9.1
1,638.00
0.00
-
(100.00)
Item not operated
4.1
P/F CI sluice valve150mm …
each
Qazigund
2
Anantanag
2
Baramulla
2
Total: 5.1
Painting GI pipe 40mm …
9
3211.2
28,900.80
Qazigund
138
Anantanag
138
240
1,656.00
110.34 104.8
Baramulla
117.2 360
1429.95
514,782.00
332.336
Qazigund
1.72
Anantanag
0.86
71.52
5 4 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
475,223.86
(7.68)
5 5 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
0.93
Total:
(+)
2,840.39
Quintal
Baramulla
7.1
411.65
Qazigund
P/L S &S CI special for mechanical joint as per IS: 13382
5 3 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
m
Total: 7.1
6.9
Anantanag
P/L S &S CI 300mm…
(33.33)
135.65
Total: P/L 150mm CI double flanged.
19,267.20
m
Baramulla
6.1
6.00
5 2 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
Quintal
7.50
3033.05
22,747.88
3.5050
10,630.84
(53.27)
7.50
4374.05
32,805.38
0.0000
0.00
(100.00)
Total of schedule "A"
630,242.55
523,316.83
25.00% above (quoted rate) for Schedule "A"
157,560.64
130,829.21
787,803.19
654,146.04
Page 1 of 3
(16.97)
Item not operated
Sch "B" 1.1
E/W in Excavation … …….. Qazigund
103.335
Anantanag
68.89
Baramulla
P/L PCC 1:4:8……
459.00
130.65
59,968.35
Qazigund
6.889 6.889
24.00
189.00
93.00
P/L Design mix M25… in dome wall etc.
60.00
7
P/L Design mix M25… in dome wall etc.
each
8
Cast in situ 500 mm dia pile
Rm
Qazigund Anantanag Baramulla Total: Carrying out Vt PLT….
5 1 9 5 0 2 4 /4 6 , 5 1 5 3 0 4 3 5 5 1 9 1 5 2 4 / 4 ,6 5 1 5 3 0 4 3 5 5 1 9 5 2 2 4 /4 ,6 5 1 5 3 0 4 3 5 5 1 9 3 5 2 4 / 4 ,6 5 1 5 3 0 4 3 5
763,219.80
667,651.76
(12.52)
540,037.05
45.043 39.505 35.086 119.634
5,806.85
694,696.69
28.64
323,412.00
11.312 17.8433 19.785 48.9403
Carrying out routine Vt load Test….
Carrying out Lateral load Test…. Qazigund Anantanag Baramulla Total:
(-)
5,390.20
263,798.01
(18.43)
928,933.45
(53.12)
-
(100.00)
219.00
9,048.20
1,981,555.80
3
2,000.00
6,000.00
173.214
1,300.63
1,989,963.90
377.40 555.00 555.00 1487.40
1,934,557.06
96,290.40
1 1 1 3
96,290.40
Item not operated
(2.78)
no
3.00
32,096.80
-
Variation NIL
no
Qazigund Anantanag Baramulla Total: Sch "B" 11
4,038.20
55.112 55.112 55.110 165.334
32.116 32.185 38.364 102.665
1,530.00
Qazigund Anantanag Baramulla Total: 10
47,117.87
m3
Qazigund Anantanag Baramulla Total:
9
20.668
P/L Design mix M25… in staircase etc.
Qazigund Anantanag Baramulla Total: 6
54,714.00
m3
Qazigund Anantanag Baramulla Total: 5
2,279.75
m3
Qazigund Anantanag Baramulla Total: 4
(13.88)
6.890
Total:
P/L Design mix M25… in Column, Beam.
33,083.85
m3
Baramulla
3
253.225
Anantanag
P/L Design mix M25… in pile cap
5 9 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
81.00
Total: 2
(44.83)
5 8 9 5 2 4 / 4 6 , 5 1 5 3 0 4 3 5
m3
3.00
20,209.00
60,627.00
1 1 1 3
60,627.00
-
Variation NIL
no
3.00 20,209.00 Total of schedule "B" 5.00% Below (quoted rate) for Schedule "B"
60,627.00 5,936,415.30
1 1 1 3
60,627.00 4,787,383.09
296,820.77
239,369.15
5,639,594.54
4,548,013.94
Page 2 of 3
-
(19.36)
Variation NIL
5 1 9 5 4 2 4 /4 6 , 5 1 5 3 0 4 3 5 5 1 9 5 5 2 4 / 4 6 ,5 1 5 3 0 4 3 5 1 5 6 9 5 2 4 / 4 6 ,5 1 5 3 0 4 3 5 1 5 7 9 5 2 4 / 4 6 ,5 1 5 3 0 4 3 5
Sch "C" 1
P/L …. reinforcement of TMT steel bar Qazigund Anantanag Baramulla Total:
Sch "C" 2
113,250.00
Steel builtup sections.
3,030.00
4,597,950.00
3,462,311.05
49.15
148,924.50
2,507.283 2,512.356 3,302.252 8,321.891
409,020.94
Total of schedule "C"
4,746,874.50
3,871,332.00
6.00% above (quoted rate) for Schedule "C"
284,812.47
232,279.92
5,031,686.97
4,103,611.92
Sch Earthing "D" 1 arrangement.
(24.70)
1 5 9 9 5 2 4 / 4 ,6 5 1 5 3 0 4 3 5
174.65
(18.44)
job
Qazigund Anantanag Baramulla Total:
(-)
40.60
25,413.113 29,183.760 30,681.724 85,278.60
Kg
Qazigund Anantanag Baramulla Total:
(+)
1 5 8 9 5 2 4 /4 6 , 5 1 5 3 0 4 3 5
Kg
3.00
26,048.00
78,144.00
1.000 1.000 1.000 3.000
78,144.00
-
Total of schedule "D"
78,144.00
78,144.00
0.00
45.00% below (quoted rate) for Schedule "D"
35,164.80
35,164.80
-
42,979.20
42,979.20
0.00
(quoted rate 25.00% above)
Total of schedule "A"
787,803.19
-
654,146.04
(16.97)
(quoted rate 5.00% Below )
Total of schedule "B"
5,639,594.54
-
4,548,013.94
(19.36)
(quoted rate 6.00% above )
Total of schedule "C"
5,031,686.97
-
4,103,611.92
(18.44)
(quoted rate 45.00% below )
Total of schedule "D"
42,979.20
-
42,979.20
Total
11,502,063.89
9,348,751.10
Variation NIL
2 5 0 9 5 2 4 /4 ,6 5 1 5 3 0 4 3 5
Variation NIL
(18.72)
Non Schedule Item:
7.1
Snowcem cement paint 2 or more coat.
Sqm
Qazigund
615.29
Anantanag
615.27
Baramulla Total:
656.52 1971.00
28.88
56,922.48
Total
11,558,986.37
ge comes to Rupees Ninety Four Lakhs Three Thousand Two Hundred and fourty Nine Only
Page 3 of 3
1887.0787
54,498.83 9,403,249.93
Approved by competent authority dated : 5 10-04-2008 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
Executed Quantity 7
138 138 135.65 411.65 0.00
0.00
2 2 2 6.00
138 138 135.65 411.65
110.34 104.8 117.2 332.336
1.72 0.86 0.93 3.5050
0.00
Page 4 of 3
103.335 68.89 81.00 253.225
6.889 6.889 6.890 20.668
55.112 55.112 55.110 165.334
45.043 39.505 35.086 119.634
11.312 17.8433 19.785 48.9403
32.116 32.185 38.364 102.665 0.000
377.40 555.00 555.00 1487.40
1 1 1 3
1 1 1 3
1 1 1 3
Page 5 of 3
25,413.113 29,183.760 30,681.724 85,278.60
2,507.283 2,512.356 3,302.252 8,321.891
1.000 1.000 1.000 3.000
615.29 615.27 656.52 1887.0787
Page 6 of 3
Certified that the foregoing claim is correct, for which necessary measurement were taken and recorded at the Abstract MB-533 & Reference MB No 592/610,544/545 &533 .and that the work has been satisfactorily as per drawing and specification.
Date: JGM/DGM/ Civil Certified that, Measurements Recorded in MB No. (592,610), (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.
AM/C
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
Description of Item 2
1.1
P/F GI pipe 40mm …
Unit
BOQ Qty.
3
4
Actual Date of completion of work : 30-09-2007 Rate Executed BOQ Amount (in Rs.) Quantity 5 6 7
Executed Amount 8
Percentage Variation 9
Remarks 10 5 1 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
m
Qazigund
138
Anantanag
138
Baramulla
135.65
Total:
240
37.30
8,952.00
411.65
15,354.55
71.52
2.1
1:2:4 Concrete flooring
sqm
165
113.7
18,760.50
0.00
-
(100.00)
Item not operated
3
Making chequers on flooring
sqm
180
9.1
1,638.00
0.00
-
(100.00)
Item not operated
4.1
P/F CI sluice valve150mm …
each
Qazigund
2
Anantanag
2
Baramulla
2
Total: 5.1
Painting GI pipe 40mm …
9
3211.2
28,900.80
Qazigund
138
Anantanag
138
240
1,656.00
110.34 104.8
Baramulla
117.2 360
1429.95
514,782.00
332.336
Qazigund
1.72
Anantanag
0.86
71.52
5 4 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
475,223.86
(7.68)
5 5 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
0.93
Total:
(+)
2,840.39
Quintal
Baramulla
7.1
411.65
Qazigund
P/L S &S CI special for mechanical joint as per IS: 13382
5 3 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
m
Total: 7.1
6.9
Anantanag
P/L S &S CI 300mm…
(33.33)
135.65
Total: P/L 150mm CI double flanged.
19,267.20
m
Baramulla
6.1
6.00
5 2 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
Quintal
7.50
3033.05
22,747.88
3.5050
10,630.84
(53.27)
7.50
4374.05
32,805.38
0.0000
0.00
(100.00)
Total of schedule "A"
630,242.55
523,316.83
25.00% above (quoted rate) for Schedule "A"
157,560.64
130,829.21
787,803.19
654,146.04
Page 1 of 3
(16.97)
Item not operated
Sch "B" 1.1
E/W in Excavation … …….. Qazigund
103.335
Anantanag
68.89
Baramulla
P/L PCC 1:4:8……
459.00
130.65
59,968.35
Qazigund
6.889 6.889
24.00
189.00
93.00
P/L Design mix M25… in dome wall etc.
60.00
7
P/L Design mix M25… in dome wall etc.
each
8
Cast in situ 500 mm dia pile
Rm
Qazigund Anantanag Baramulla Total: Carrying out Vt PLT….
5 1 9 5 0 2 4 /4 6 , 5 1 5 3 0 4 3 5 5 1 9 1 5 2 4 / 4 ,6 5 1 5 3 0 4 3 5 5 1 9 5 2 2 4 /4 ,6 5 1 5 3 0 4 3 5 5 1 9 3 5 2 4 / 4 ,6 5 1 5 3 0 4 3 5
763,219.80
667,651.76
(12.52)
540,037.05
45.043 39.505 35.086 119.634
5,806.85
694,696.69
28.64
323,412.00
11.312 17.8433 19.785 48.9403
Carrying out routine Vt load Test….
Carrying out Lateral load Test…. Qazigund Anantanag Baramulla Total:
(-)
5,390.20
263,798.01
(18.43)
928,933.45
(53.12)
-
(100.00)
219.00
9,048.20
1,981,555.80
3
2,000.00
6,000.00
173.214
1,300.63
1,989,963.90
377.40 555.00 555.00 1487.40
1,934,557.06
96,290.40
1 1 1 3
96,290.40
Item not operated
(2.78)
no
3.00
32,096.80
-
Variation NIL
no
Qazigund Anantanag Baramulla Total: Sch "B" 11
4,038.20
55.112 55.112 55.110 165.334
32.116 32.185 38.364 102.665
1,530.00
Qazigund Anantanag Baramulla Total: 10
47,117.87
m3
Qazigund Anantanag Baramulla Total:
9
20.668
P/L Design mix M25… in staircase etc.
Qazigund Anantanag Baramulla Total: 6
54,714.00
m3
Qazigund Anantanag Baramulla Total: 5
2,279.75
m3
Qazigund Anantanag Baramulla Total: 4
(13.88)
6.890
Total:
P/L Design mix M25… in Column, Beam.
33,083.85
m3
Baramulla
3
253.225
Anantanag
P/L Design mix M25… in pile cap
5 9 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
81.00
Total: 2
(44.83)
5 8 9 5 2 4 / 4 6 , 5 1 5 3 0 4 3 5
m3
3.00
20,209.00
60,627.00
1 1 1 3
60,627.00
-
Variation NIL
no
3.00 20,209.00 Total of schedule "B" 5.00% Below (quoted rate) for Schedule "B"
60,627.00 5,936,415.30
1 1 1 3
60,627.00 4,787,383.09
296,820.77
239,369.15
5,639,594.54
4,548,013.94
Page 2 of 3
-
(19.36)
Variation NIL
5 1 9 5 4 2 4 /4 6 , 5 1 5 3 0 4 3 5 5 1 9 5 5 2 4 / 4 6 ,5 1 5 3 0 4 3 5 1 5 6 9 5 2 4 / 4 6 ,5 1 5 3 0 4 3 5 1 5 7 9 5 2 4 / 4 6 ,5 1 5 3 0 4 3 5
Sch "C" 1
P/L …. reinforcement of TMT steel bar Qazigund Anantanag Baramulla Total:
Sch "C" 2
113,250.00
Steel builtup sections.
3,030.00
4,597,950.00
3,462,311.05
49.15
148,924.50
2,507.283 2,512.356 3,302.252 8,321.891
409,020.94
Total of schedule "C"
4,746,874.50
3,871,332.00
6.00% above (quoted rate) for Schedule "C"
284,812.47
232,279.92
5,031,686.97
4,103,611.92
Sch Earthing "D" 1 arrangement.
(24.70)
1 5 9 9 5 2 4 / 4 ,6 5 1 5 3 0 4 3 5
174.65
(18.44)
job
Qazigund Anantanag Baramulla Total:
(-)
40.60
25,413.113 29,183.760 30,681.724 85,278.60
Kg
Qazigund Anantanag Baramulla Total:
(+)
1 5 8 9 5 2 4 /4 6 , 5 1 5 3 0 4 3 5
Kg
3.00
26,048.00
78,144.00
1.000 1.000 1.000 3.000
78,144.00
-
Total of schedule "D"
78,144.00
78,144.00
0.00
45.00% below (quoted rate) for Schedule "D"
35,164.80
35,164.80
-
42,979.20
42,979.20
0.00
(quoted rate 25.00% above)
Total of schedule "A"
787,803.19
-
654,146.04
(16.97)
(quoted rate 5.00% Below )
Total of schedule "B"
5,639,594.54
-
4,548,013.94
(19.36)
(quoted rate 6.00% above )
Total of schedule "C"
5,031,686.97
-
4,103,611.92
(18.44)
(quoted rate 45.00% below )
Total of schedule "D"
42,979.20
-
42,979.20
Total
11,502,063.89
9,348,751.10
Variation NIL
2 5 0 9 5 2 4 /4 ,6 5 1 5 3 0 4 3 5
Variation NIL
(18.72)
Non Schedule Item:
7.1
Snowcem cement paint 2 or more coat.
Sqm
Qazigund
615.29
Anantanag
615.27
Baramulla Total:
656.52 1971.00
28.88
56,922.48
Total
11,558,986.37
ge comes to Rupees Ninety Four Lakhs Three Thousand Two Hundred and fourty Nine Only
Page 3 of 3
1887.0787
54,498.83 9,403,249.93
Approved by competent authority dated : 5 10-04-2008 9 5 2 4 / 4 6 ,1 5 5 0 3 4 3 5
Executed Quantity 7
138 138 135.65 411.65 0.00
0.00
2 2 2 6.00
138 138 135.65 411.65
110.34 104.8 117.2 332.336
1.72 0.86 0.93 3.5050
0.00
Page 4 of 3
103.335 68.89 81.00 253.225
6.889 6.889 6.890 20.668
55.112 55.112 55.110 165.334
45.043 39.505 35.086 119.634
11.312 17.8433 19.785 48.9403
32.116 32.185 38.364 102.665 0.000
377.40 555.00 555.00 1487.40
1 1 1 3
1 1 1 3
1 1 1 3
Page 5 of 3
25,413.113 29,183.760 30,681.724 85,278.60
2,507.283 2,512.356 3,302.252 8,321.891
1.000 1.000 1.000 3.000
615.29 615.27 656.52 1887.0787
Page 6 of 3
Certified that the foregoing claim is correct, for which necessary measurement were taken and recorded at the Abstract MB-533 & Reference MB No 592/610,544/545 &533 .and that the work has been satisfactorily as per drawing and specification.
Date: JGM/DGM/ Civil Certified that, Measurements Recorded in MB No. (592,610), (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.
AM/C
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
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