Fob Final Bill
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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.6Th/ Final,
Date:15-05-2009
Name of Work: Construction of of FOB at Anantnag Station Yard (FOB-1RA) on Qazigund Baramulla New BG Rail Line Project, J&K. Name of Contractor: M/S Royal Steel (JV), Industrial Estate, Baghi Ali Mardan Khan, Srinagar 190 011, J&K Contract agreement / work Order No.IRCON/ J&K-SGR/1008/Foot Over Bridge/ FOB-1RA/ LT/423/18867; Dated: 29-03-2008 Contract Value: Rs. 75,81,983.70 Date of commencement of Work: 29-03-2008 Date of completion of work:Scheduled: 28-05-2008; Time extension: on process Actual Date of completion of work: 15-05-2009 Ref & Date of Measurement: MB-1239, Dated: 15-05-2009 Sl no./ MB no.
BOQ Item
Description of Item
Unit
BOQ Qty.
Qty upto this Qty executed Qty executed Rate bill upto last bill since last bill (in Rs.)
Amount upto this bill
Amount upto last bill
Amount since last bill
SCHEDULE: A DSR 2002 Items, Quoted rate 85.00% Above. 1
A.1.1
Earthwork excavation
in
2
A.1.2
Excavation trenches
in
3
A.3
cum
322.00
481.268
481.268
-
91.5
44,036.02
44,036.02
-
cum
286.00
-
-
-
93.50
-
-
-
Filling with cum available soil
486.50
-
-
-
30.25
-
-
-
4
Centering and A.4.1 shuttering of foundation
sqm
108.75
84.840
84.840
-
61.10
5,183.72
5,183.72
-
5
Centering and A.4.2 shuttering of suspended floor
sqm
157.50
148.180
148.180
-
112.20
16,625.80
16,625.80
-
6
Centering and A.4.3 shuttering of beams.
sqm
98.00
-
-
-
87.95
-
-
-
7
A.4.4 C&S of columns
sqm
191.00
-
-
-
135.80
-
-
-
8
A.4.5 C&S of Stairs.
sqm
177.75
114.840
114.840
-
106.40
12,218.98
12,218.98
-
metre
90.00
468.288
468.288
-
29.90
14,001.81
14,001.81
-
sqm
380.25
-
-
-
45.90
-
-
-
9
A.4.6.1
10
A.5.1
25865618.xls
C&S of slab edges. Extra for C&S of suspended floor.
Page 1 of 8
Sl no./ MB no.
BOQ Item
Description of Item
Unit
BOQ Qty.
Qty upto this Qty executed Qty executed Rate bill upto last bill since last bill (in Rs.)
Amount upto this bill
Amount upto last bill
Amount since last bill
11
A.6.1 PCC 1:4:8
cum
13.00
18.512
18.512
-
1404.70
26,003.81
26,003.81
-
12
M-20 concrete A.7.1 upto platform level.
cum
107.75
84.700
84.700
-
2284.05
193,459.04
193,459.04
-
M-20 concrete for suspended floor.
cum
43.75
38.773
38.773
-
2518.25
97,640.11
97,640.11
-
Providing M-35 A.8.1 concrete in stead of M-20 concrete.
cum
151.30
123.473
123.473
-
140.00
17,286.22
17,286.22
-
426,455.50
426,455.50
-
Add 85.00% above
362,487.17
362,487.17
-
Total amount of Schedule A
788,942.67
788,942.67
-
13
A.7.2.1
14
TOTAL OF SCHEDULE A :
(185.00% of Schedule A) SCHEDULE: B STEEL Items, Quoted rate 53.50% Above. 15
B.1
Providing Cutting TMT steel bar
kg
17,246.25
16,143.939
16,143.939
-
40.60
655,443.92
655,443.92
-
16
B.2
Structural steel in stair case.
kg
22,822.00
23,644.806
23,644.806
-
50.00
1,182,240.30
1,182,240.30
-
17
B.3
Structural steel in main FOB.
kg
19,477.00
23,022.841
21,522.841
1,500.000
56.80
1,307,697.37
1,222,497.37
85,200.00
18
B.4
Structural steel in truss.
kg
8,091.00
13,424.070
12,424.070
1,000.000
47.70
640,328.14
592,628.14
47,700.00
19
B.5
Providing and fixing MS round holding down bolts.
kg
368.000
158.400
-
158.400
52.40
8,300.16
-
8,300.16
20
B.6.1
Structural steel in railing.
kg
2,510.500
1,298.109
-
1,298.109
54.70
71,006.56
-
71,006.56
21
B.7
Stair steps nosing angle.
kg
4,296.000
2,383.920
-
2,383.920
53.40
127,301.33
-
127,301.33
22
B.8
Steel wire mesh 75x25
sqm
175.500
-
-
-
465.30
-
-
-
3,992,317.78
3,652,809.73
339,508.05
Add 53.50% above
2,135,890.01
1,954,253.21
181,636.81
Total amount of Schedule B
6,128,207.79
5,607,062.94
521,144.86
TOTAL OF SCHEDULE B :
(153.50% of Schedule B) 25865618.xls
Page 2 of 8
Sl no./ MB no.
BOQ Item
Description of Item
Unit
BOQ Qty.
Qty upto this Qty executed Qty executed Rate bill upto last bill since last bill (in Rs.)
Amount upto this bill
Amount upto last bill
Amount since last bill
SCHEDULE: C Quoted rate 25.00% Above. 23
C.1
Providing and fixing rib profile sheeting.
24
C.2
P&F ridges.
25
C.3
26
sqm
432.00
452.502
-
452.502
649.00
293,673.80
-
293,673.80
metre
67.75
92.660
-
92.660
385.00
35,674.10
-
35,674.10
Non shrink grout.
sqm
12.00
6.400
-
6.400
1450.00
9,280.00
-
9,280.00
C.4
S&F 25mm chequred precast cement concrete tiles.
sqm
228.75
263.067
-
263.067
848.60
223,238.66
-
223,238.66
27
C.5
S&F 22mm chequred precast cement concrete tiles.
sqm
41.00
-
-
-
848.60
-
-
-
28
C.6
P&F PVC moulding on railing.
metre
124.50
111.860
-
111.860
74.80
8,367.13
-
8,367.13
570,233.68
-
570,233.68
142,558.42
-
142,558.42
712,792.10
-
712,792.10
TOTAL OF SCHEDULE C : Add 25.00% above (125.00% of Schedule C)
Total amount of Schedule C GRAND TOTAL
Contractor
25865618.xls
AM/ Civil
7,629,942.57
6,396,005.61
1,233,936.96
Say:
1,233,937.00
Amount heldup for incomplete riveting, finishing of hand rail, Ridge replacement.
400,000.00
Total Amount payable in this 6th RA / Final bill is Rupees
Page 3 of 8
833,937.00
Certified that the forgoing claim is correct. The necessary measurement were taken and recorded by Sh Surajit Ghosh on 15-05-2009
Date:
DGM/ Civil
Certified that, Measurements Recorded in MB as above and 1239 are fully accepted by me and I do not have any other claim against this 1 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.
DM / Civil DGM / 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
Variation Statement Sl no
BOQ Item
Description of Item
Unit
Rate (in Rs.)
BOQ Qty.
BOQ Amount
Qty executed
Amount upto Variarion Variarion in Final bill in Quantity Amount
% variation
SCHEDULE: A DSR 2002 Items, Quoted rate 85.00% Above. 1
A.1.1
2
A.1.2
3
A.3
4
A.4.1
5
Earthwork in excavation Excavation in trenches Filling with available soil
cum
91.50
322.00
29,463.00
cum
93.50
286.00
26,741.00
-
cum
30.25
486.50
14,716.63
-
Centering and shuttering of foundation
sqm
61.10
108.75
6,644.63
84.840
A.4.2
Centering and shuttering of suspended floor
sqm
112.20
157.50
17,671.50
148.180
6
A.4.3
Centering and shuttering of beams.
sqm
87.95
98.00
8,619.10
-
7
A.4.4
C&S of columns
sqm
135.80
191.00
25,937.80
-
8
A.4.5
C&S of Stairs.
sqm
106.40
177.75
18,912.60
114.840
9
A.4.6.1
metre
29.90
90.00
2,691.00
468.288
10
A.5.1
Extra for C&S of suspended floor.
sqm
45.90
380.25
17,453.48
11
A.6.1
PCC 1:4:8
cum
1404.70
13.00
18,261.10
25865618.xls
C&S of slab edges.
481.268
18.512
44,036.02
159.27
14,573.02
49.46
-
(286.00)
(26,741.00)
(100.00)
-
(486.50)
(14,716.63)
(100.00)
5,183.72
(23.91)
(1,460.90)
(21.99)
16,625.80
(9.32)
(1,045.70)
(5.92)
-
(98.00)
(8,619.10)
(100.00)
-
(191.00)
(25,937.80)
(100.00)
12,218.98
(62.91)
(6,693.62)
(35.39)
14,001.81
378.29
11,310.81
420.32
(380.25)
(17,453.48)
(100.00)
5.51
7,742.71
42.40
26,003.81
Sl no
BOQ Item
Description of Item
Unit
Rate (in Rs.)
BOQ Qty.
12
A.7.1
M-20 concrete upto platform level.
cum
2284.05
107.75
246,106.39
84.700
193,459.04
(23.05)
(52,647.35)
(21.39)
13
A.7.2.1
M-20 concrete for suspended floor.
cum
2518.25
43.75
110,173.44
38.773
97,640.11
(4.98)
(12,533.33)
(11.38)
A.8.1
Providing M35 concrete in stead of M-20 concrete.
cum
140.00
151.30
21,182.00
123.473
17,286.22
(27.83)
(3,895.78)
(18.39)
14
TOTAL OF SCHEDULE A :
(185.00% of Schedule A)
BOQ Amount
Qty executed
Amount upto Variarion Variarion in Final bill in Quantity Amount
% variation
564,573.65
426,455.50
(138,118.15)
Add 85.00% above
479,887.60
362,487.17
(117,400.43)
Total amount of Schedule A
1,044,461.25
788,942.67
(255,518.58)
(24.46)
SCHEDULE: B STEEL Items, Quoted rate 53.50% Above. 15
B.1
Providing Cutting TMT steel bar
kg
40.60
17,246.25
700,197.75
16,143.939
655,443.92
(1,102.31)
(44,753.83)
(6.39)
16
B.2
Structural steel in stair case.
kg
50.00
22,822.00
1,141,100.00
23,644.806
1,182,240.30
822.81
41,140.30
3.61
17
B.3
Structural steel in main FOB.
kg
56.80
19,477.00
1,106,293.60
23,022.841
1,307,697.37
3,545.84
201,403.77
18.21
18
B.4
Structural steel in truss.
kg
47.70
8,091.00
385,940.70
13,424.070
640,328.14
5,333.07
254,387.44
65.91
25865618.xls
BOQ Item
Description of Item
Unit
Rate (in Rs.)
BOQ Qty.
19
B.5
Providing and fixing MS round holding down bolts.
kg
52.40
368.00
19,283.20
158.400
8,300.16
(209.60)
(10,983.04)
(56.96)
20
B.6.1
Structural steel in railing.
kg
54.70
2,510.50
137,324.35
1,298.109
71,006.56
(1,212.39)
(66,317.79)
(48.29)
21
B.7
kg
53.40
4,296.00
229,406.40
2,383.920
127,301.33
(1,912.08)
(102,105.07)
(44.51)
22
B.8
sqm
465.30
175.50
81,660.15
(175.50)
(81,660.15)
(100.00)
Sl no
Stair steps nosing angle. Steel wire mesh 75x25
TOTAL OF SCHEDULE B :
(153.50% of Schedule B)
BOQ Amount
Qty executed
-
Amount upto Variarion Variarion in Final bill in Quantity Amount
-
% variation
3,801,206.15
3,992,317.78
191,111.63
Add 53.50% above
2,033,645.29
2,135,890.01
102,244.72
Total amount of Schedule B
5,834,851.44
6,128,207.79
293,356.35
5.03
SCHEDULE: C Quoted rate 25.00% Above. 23
C.1
Providing and fixing rib profile sheeting.
24
C.2
25
26
25865618.xls
sqm
649.00
432.00
280,368.00
452.502
293,673.80
20.50
13,305.80
4.75
P&F ridges.
metre
385.00
67.75
26,083.75
92.660
35,674.10
24.91
9,590.35
36.77
C.3
Non shrink grout.
sqm
1450.00
12.00
17,400.00
6.400
9,280.00
(5.60)
(8,120.00)
(46.67)
C.4
S&F 25mm chequred precast cement concrete tiles.
sqm
848.60
228.75
194,117.25
263.067
223,238.66
34.32
29,121.41
15.00
BOQ Item
Description of Item
Unit
Rate (in Rs.)
BOQ Qty.
27
C.5
S&F 22mm chequred precast cement concrete tiles.
sqm
848.60
41.00
34,792.60
28
C.6
P&F PVC moulding on railing.
metre
74.80
124.50
9,312.60
Sl no
TOTAL OF SCHEDULE C :
(125.00% of Schedule C)
Note:
(
BOQ Amount
Qty executed
Amount upto Variarion Variarion in Final bill in Quantity Amount
-
-
111.860
8,367.13
(41.00)
(34,792.60)
(100.00)
(12.64)
(945.47)
(10.15)
562,074.20
570,233.68
8,159.48
Add 25.00% above
140,518.55
142,558.42
2,039.87
Total amount of Schedule C
702,592.75
712,792.10
10,199.35
1.45
GRAND TOTAL
7,581,905.44
7,629,942.57
48,037.13
0.63
) Denotes -ve Figure
Total variation is +ve 0.63% of the contract value
25865618.xls
% variation
Date:15-05-2009
Name of Work: Construction of of FOB at Anantnag Station Yard (FOB-1RA) on Qazigund Baramulla New BG Rail Line Project, J&K. Name of Contractor: M/S Royal Steel (JV), Industrial Estate, Baghi Ali Mardan Khan, Srinagar 190 011, J&K Contract agreement / work Order No.IRCON/ J&K-SGR/1008/Foot Over Bridge/ FOB-1RA/ LT/423/18867; Dated: 29-03-2008 Contract Value: Rs. 75,81,983.70 Date of commencement of Work: 29-03-2008 Date of completion of work:Scheduled: 28-05-2008; Time extension: on process Actual Date of completion of work: 15-05-2009 Ref & Date of Measurement: MB-1239, Dated: 15-05-2009 Sl no./ MB no.
BOQ Item
Description of Item
Unit
BOQ Qty.
Qty upto this Qty executed Qty executed Rate bill upto last bill since last bill (in Rs.)
Amount upto this bill
Amount upto last bill
Amount since last bill
SCHEDULE: A DSR 2002 Items, Quoted rate 85.00% Above. 1
A.1.1
Earthwork excavation
in
2
A.1.2
Excavation trenches
in
3
A.3
cum
322.00
481.268
481.268
-
91.5
44,036.02
44,036.02
-
cum
286.00
-
-
-
93.50
-
-
-
Filling with cum available soil
486.50
-
-
-
30.25
-
-
-
4
Centering and A.4.1 shuttering of foundation
sqm
108.75
84.840
84.840
-
61.10
5,183.72
5,183.72
-
5
Centering and A.4.2 shuttering of suspended floor
sqm
157.50
148.180
148.180
-
112.20
16,625.80
16,625.80
-
6
Centering and A.4.3 shuttering of beams.
sqm
98.00
-
-
-
87.95
-
-
-
7
A.4.4 C&S of columns
sqm
191.00
-
-
-
135.80
-
-
-
8
A.4.5 C&S of Stairs.
sqm
177.75
114.840
114.840
-
106.40
12,218.98
12,218.98
-
metre
90.00
468.288
468.288
-
29.90
14,001.81
14,001.81
-
sqm
380.25
-
-
-
45.90
-
-
-
9
A.4.6.1
10
A.5.1
25865618.xls
C&S of slab edges. Extra for C&S of suspended floor.
Page 1 of 8
Sl no./ MB no.
BOQ Item
Description of Item
Unit
BOQ Qty.
Qty upto this Qty executed Qty executed Rate bill upto last bill since last bill (in Rs.)
Amount upto this bill
Amount upto last bill
Amount since last bill
11
A.6.1 PCC 1:4:8
cum
13.00
18.512
18.512
-
1404.70
26,003.81
26,003.81
-
12
M-20 concrete A.7.1 upto platform level.
cum
107.75
84.700
84.700
-
2284.05
193,459.04
193,459.04
-
M-20 concrete for suspended floor.
cum
43.75
38.773
38.773
-
2518.25
97,640.11
97,640.11
-
Providing M-35 A.8.1 concrete in stead of M-20 concrete.
cum
151.30
123.473
123.473
-
140.00
17,286.22
17,286.22
-
426,455.50
426,455.50
-
Add 85.00% above
362,487.17
362,487.17
-
Total amount of Schedule A
788,942.67
788,942.67
-
13
A.7.2.1
14
TOTAL OF SCHEDULE A :
(185.00% of Schedule A) SCHEDULE: B STEEL Items, Quoted rate 53.50% Above. 15
B.1
Providing Cutting TMT steel bar
kg
17,246.25
16,143.939
16,143.939
-
40.60
655,443.92
655,443.92
-
16
B.2
Structural steel in stair case.
kg
22,822.00
23,644.806
23,644.806
-
50.00
1,182,240.30
1,182,240.30
-
17
B.3
Structural steel in main FOB.
kg
19,477.00
23,022.841
21,522.841
1,500.000
56.80
1,307,697.37
1,222,497.37
85,200.00
18
B.4
Structural steel in truss.
kg
8,091.00
13,424.070
12,424.070
1,000.000
47.70
640,328.14
592,628.14
47,700.00
19
B.5
Providing and fixing MS round holding down bolts.
kg
368.000
158.400
-
158.400
52.40
8,300.16
-
8,300.16
20
B.6.1
Structural steel in railing.
kg
2,510.500
1,298.109
-
1,298.109
54.70
71,006.56
-
71,006.56
21
B.7
Stair steps nosing angle.
kg
4,296.000
2,383.920
-
2,383.920
53.40
127,301.33
-
127,301.33
22
B.8
Steel wire mesh 75x25
sqm
175.500
-
-
-
465.30
-
-
-
3,992,317.78
3,652,809.73
339,508.05
Add 53.50% above
2,135,890.01
1,954,253.21
181,636.81
Total amount of Schedule B
6,128,207.79
5,607,062.94
521,144.86
TOTAL OF SCHEDULE B :
(153.50% of Schedule B) 25865618.xls
Page 2 of 8
Sl no./ MB no.
BOQ Item
Description of Item
Unit
BOQ Qty.
Qty upto this Qty executed Qty executed Rate bill upto last bill since last bill (in Rs.)
Amount upto this bill
Amount upto last bill
Amount since last bill
SCHEDULE: C Quoted rate 25.00% Above. 23
C.1
Providing and fixing rib profile sheeting.
24
C.2
P&F ridges.
25
C.3
26
sqm
432.00
452.502
-
452.502
649.00
293,673.80
-
293,673.80
metre
67.75
92.660
-
92.660
385.00
35,674.10
-
35,674.10
Non shrink grout.
sqm
12.00
6.400
-
6.400
1450.00
9,280.00
-
9,280.00
C.4
S&F 25mm chequred precast cement concrete tiles.
sqm
228.75
263.067
-
263.067
848.60
223,238.66
-
223,238.66
27
C.5
S&F 22mm chequred precast cement concrete tiles.
sqm
41.00
-
-
-
848.60
-
-
-
28
C.6
P&F PVC moulding on railing.
metre
124.50
111.860
-
111.860
74.80
8,367.13
-
8,367.13
570,233.68
-
570,233.68
142,558.42
-
142,558.42
712,792.10
-
712,792.10
TOTAL OF SCHEDULE C : Add 25.00% above (125.00% of Schedule C)
Total amount of Schedule C GRAND TOTAL
Contractor
25865618.xls
AM/ Civil
7,629,942.57
6,396,005.61
1,233,936.96
Say:
1,233,937.00
Amount heldup for incomplete riveting, finishing of hand rail, Ridge replacement.
400,000.00
Total Amount payable in this 6th RA / Final bill is Rupees
Page 3 of 8
833,937.00
Certified that the forgoing claim is correct. The necessary measurement were taken and recorded by Sh Surajit Ghosh on 15-05-2009
Date:
DGM/ Civil
Certified that, Measurements Recorded in MB as above and 1239 are fully accepted by me and I do not have any other claim against this 1 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.
DM / Civil DGM / 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
Variation Statement Sl no
BOQ Item
Description of Item
Unit
Rate (in Rs.)
BOQ Qty.
BOQ Amount
Qty executed
Amount upto Variarion Variarion in Final bill in Quantity Amount
% variation
SCHEDULE: A DSR 2002 Items, Quoted rate 85.00% Above. 1
A.1.1
2
A.1.2
3
A.3
4
A.4.1
5
Earthwork in excavation Excavation in trenches Filling with available soil
cum
91.50
322.00
29,463.00
cum
93.50
286.00
26,741.00
-
cum
30.25
486.50
14,716.63
-
Centering and shuttering of foundation
sqm
61.10
108.75
6,644.63
84.840
A.4.2
Centering and shuttering of suspended floor
sqm
112.20
157.50
17,671.50
148.180
6
A.4.3
Centering and shuttering of beams.
sqm
87.95
98.00
8,619.10
-
7
A.4.4
C&S of columns
sqm
135.80
191.00
25,937.80
-
8
A.4.5
C&S of Stairs.
sqm
106.40
177.75
18,912.60
114.840
9
A.4.6.1
metre
29.90
90.00
2,691.00
468.288
10
A.5.1
Extra for C&S of suspended floor.
sqm
45.90
380.25
17,453.48
11
A.6.1
PCC 1:4:8
cum
1404.70
13.00
18,261.10
25865618.xls
C&S of slab edges.
481.268
18.512
44,036.02
159.27
14,573.02
49.46
-
(286.00)
(26,741.00)
(100.00)
-
(486.50)
(14,716.63)
(100.00)
5,183.72
(23.91)
(1,460.90)
(21.99)
16,625.80
(9.32)
(1,045.70)
(5.92)
-
(98.00)
(8,619.10)
(100.00)
-
(191.00)
(25,937.80)
(100.00)
12,218.98
(62.91)
(6,693.62)
(35.39)
14,001.81
378.29
11,310.81
420.32
(380.25)
(17,453.48)
(100.00)
5.51
7,742.71
42.40
26,003.81
Sl no
BOQ Item
Description of Item
Unit
Rate (in Rs.)
BOQ Qty.
12
A.7.1
M-20 concrete upto platform level.
cum
2284.05
107.75
246,106.39
84.700
193,459.04
(23.05)
(52,647.35)
(21.39)
13
A.7.2.1
M-20 concrete for suspended floor.
cum
2518.25
43.75
110,173.44
38.773
97,640.11
(4.98)
(12,533.33)
(11.38)
A.8.1
Providing M35 concrete in stead of M-20 concrete.
cum
140.00
151.30
21,182.00
123.473
17,286.22
(27.83)
(3,895.78)
(18.39)
14
TOTAL OF SCHEDULE A :
(185.00% of Schedule A)
BOQ Amount
Qty executed
Amount upto Variarion Variarion in Final bill in Quantity Amount
% variation
564,573.65
426,455.50
(138,118.15)
Add 85.00% above
479,887.60
362,487.17
(117,400.43)
Total amount of Schedule A
1,044,461.25
788,942.67
(255,518.58)
(24.46)
SCHEDULE: B STEEL Items, Quoted rate 53.50% Above. 15
B.1
Providing Cutting TMT steel bar
kg
40.60
17,246.25
700,197.75
16,143.939
655,443.92
(1,102.31)
(44,753.83)
(6.39)
16
B.2
Structural steel in stair case.
kg
50.00
22,822.00
1,141,100.00
23,644.806
1,182,240.30
822.81
41,140.30
3.61
17
B.3
Structural steel in main FOB.
kg
56.80
19,477.00
1,106,293.60
23,022.841
1,307,697.37
3,545.84
201,403.77
18.21
18
B.4
Structural steel in truss.
kg
47.70
8,091.00
385,940.70
13,424.070
640,328.14
5,333.07
254,387.44
65.91
25865618.xls
BOQ Item
Description of Item
Unit
Rate (in Rs.)
BOQ Qty.
19
B.5
Providing and fixing MS round holding down bolts.
kg
52.40
368.00
19,283.20
158.400
8,300.16
(209.60)
(10,983.04)
(56.96)
20
B.6.1
Structural steel in railing.
kg
54.70
2,510.50
137,324.35
1,298.109
71,006.56
(1,212.39)
(66,317.79)
(48.29)
21
B.7
kg
53.40
4,296.00
229,406.40
2,383.920
127,301.33
(1,912.08)
(102,105.07)
(44.51)
22
B.8
sqm
465.30
175.50
81,660.15
(175.50)
(81,660.15)
(100.00)
Sl no
Stair steps nosing angle. Steel wire mesh 75x25
TOTAL OF SCHEDULE B :
(153.50% of Schedule B)
BOQ Amount
Qty executed
-
Amount upto Variarion Variarion in Final bill in Quantity Amount
-
% variation
3,801,206.15
3,992,317.78
191,111.63
Add 53.50% above
2,033,645.29
2,135,890.01
102,244.72
Total amount of Schedule B
5,834,851.44
6,128,207.79
293,356.35
5.03
SCHEDULE: C Quoted rate 25.00% Above. 23
C.1
Providing and fixing rib profile sheeting.
24
C.2
25
26
25865618.xls
sqm
649.00
432.00
280,368.00
452.502
293,673.80
20.50
13,305.80
4.75
P&F ridges.
metre
385.00
67.75
26,083.75
92.660
35,674.10
24.91
9,590.35
36.77
C.3
Non shrink grout.
sqm
1450.00
12.00
17,400.00
6.400
9,280.00
(5.60)
(8,120.00)
(46.67)
C.4
S&F 25mm chequred precast cement concrete tiles.
sqm
848.60
228.75
194,117.25
263.067
223,238.66
34.32
29,121.41
15.00
BOQ Item
Description of Item
Unit
Rate (in Rs.)
BOQ Qty.
27
C.5
S&F 22mm chequred precast cement concrete tiles.
sqm
848.60
41.00
34,792.60
28
C.6
P&F PVC moulding on railing.
metre
74.80
124.50
9,312.60
Sl no
TOTAL OF SCHEDULE C :
(125.00% of Schedule C)
Note:
(
BOQ Amount
Qty executed
Amount upto Variarion Variarion in Final bill in Quantity Amount
-
-
111.860
8,367.13
(41.00)
(34,792.60)
(100.00)
(12.64)
(945.47)
(10.15)
562,074.20
570,233.68
8,159.48
Add 25.00% above
140,518.55
142,558.42
2,039.87
Total amount of Schedule C
702,592.75
712,792.10
10,199.35
1.45
GRAND TOTAL
7,581,905.44
7,629,942.57
48,037.13
0.63
) Denotes -ve Figure
Total variation is +ve 0.63% of the contract value
25865618.xls
% variation
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