Niq Anantnag
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No.:IRCON/1008/J&K-SGR/ Water Boot at Island Platform/Anantnag/ Dated:
____/___/ 2008
NOTICE INVITING QUOTATION To, M/s ………………………………………………… ………………………………………………… ………………………………………………… …………………………………………………
Execution of Water Booth at Island Platform at Anantnag Station Anantnag to Qazigund side Chainage 18/000 to 18260 Anantnag to Baramulla side Chainage 18/260 to 18/520 You are requessted to quote yor most compettive rates for above mentioned work in the enclosed BOQ and send the offer back to the "Office of the JGM/Civil-IV, Tulsibagh, Srinagar, J&K, at 15.300 hours on ____/___/ 2008. Item no.
Description of Work
Unit
1
2
3
B.O.Q Quantity 4
Rate (in Rs.) 5
12.000
103.40
1,240.80
2.8.1, Page-65
42.000
100.20
4,208.40
2.13.1.1, Page-65
3.000
2449.00
7,347.00
4.1.8, Page-79
Amount 6
Ref. D.S.R2007 7
SCHEDULE- 'A' ( CIVIL WORK ) Sub Head : 1- Earh Work
1
Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto Cum 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m
2
Excavating trenches of required width for pipes, cables, etc. including excavation for sockets depth up to 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable materials for measurements and diposal of unserviceable material as directed, within a lead of 50m:
2.1
Pipes, cables etc. not exceeding 80mm dia
Rm
Sub Head : 4- Concrete Work
3
3.1
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level.
1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Cum Stone Aggregate 40 mm nominal size)
Page 1 of 6
Sub Head : 5- Reinforced Cement Concrete Work
4
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in Cum recommended proportions (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410kg. of cement per cum of concrete.
5
Centering and shuttering including strutting, propping etc. and removal of form for:
Walls (any thickness) including attached pilasters, buttresses, plinth and string Sqm courses etc. Sub Head : 6 - Brick Work Half brick masonry with FPS bricks of class designation 75 in cement mortar 1:4 ( 1 6 Sqm Cement : 4 Coarse Sand) in super structure above plinth. Sub Head : 11 - Flooring 5.1
7
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture) of approved make in all colors, shades except begundy, bottle green, black of any size as approved by Engineer-inSqm Charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm including pointing in white cement mixed with pigment of matching shade complete.
6.000
4147.40
24,884.40
5.33, Page-93
50.000
180.40
9,020.00
5.9.2, Page -89
15.000
302.80
4,542.00
6.13.2, Page - 100
72.000
556.60
40,075.20
11.36, Page - 177
SUB-TOTAL FOR SCHEDULE -A
91,317.80
33
SCHEDULE- 'B' ( PIPE LINE WORK ) Sub Head : 18 - Water Supply Providing and fixing C.P. brass bib cock of 8 approved quality conforming to IS:8931 a) Each 15 mm nominal bore Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting 9 and making good the walls etc. (internal work) 9.1 40mm dia. nominal bore Rm 9.2 50mm dia. nominal bore Rm Conceled pipe including painting with anti 10 corrosive bitumastic paint, cutting chases and making good the wall. 10.1 15mm dia. nominal bore Rm 10.2 25mm dia. nominal bore Rm Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and 11 making long screws etc. complete (new work) 11.1
25mm nominal bore
Each
24.000
313.10
7,514.40
18.49.1, Page 300 Page 292
24.000 48.000
264.05 398.650
6,337.20 19,135.20
18.10.5 18.10.6 Page 292
24.000 18.000
144.75 170.15
3,474.00 3,062.70
18.11.1 18.11.2 18.46
6.000
SUB-TOTAL FOR SCHEDULE -B
Page 2 of 6
107.25
643.50 40,167.00
18.46.3, Page 300 15
SCHEDULE- 'C' ( STEEL ) Sub Head : 5- Reinforced Cement Concrete Work Reinforcement for R.C.C. work including 12 straightening, cutting, bending, placing, in position and binding all complete. 12.1
Thermo mechanically treated bars.
Kg
480
Sub Head : 10 - Steel Work Steel work welded in built up sections/framed work including cutting 13 hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required. In gratings, frames, guard bar, ladders, 13.1 Kg 2400.000 railings, brackets, gates & similar works. SUB-TOTAL FOR SCHEDULE -C GRAND TOTAL FOR SCHEDULE- A, B & SCHEDULE- C
42.70
20,496.00
5.22.6, Page - 92
51.20
122,880.00
10.25.2, Page - 166
143,376.00
52
274,860.80
45,810.13
I/We offer my/our rates for:1) Schedule-A ………..................................…..%(figure) ……………………………………………………………………..…
(in words) above/below/at par on above printed rates.
2) Schedule-B ………..................................…..%(figure) ……………………………………………………………………..…
(in words) above/below/at par on above printed rates.
3) Schedule-3 ………..................................…..%(figure) ……………………………………………………………………..…
(in words) above/below/at par on above printed rates.
Terms & Conditions:1 Payment:- Payment shall be based on the actual measurement on the site. 2 Period of Completion :- 45 days from the date of issue of letter. 3 Prices:- Rates shall be firm and final and no price variation shall be allowed on any account. 4 E.M.D:- E.M.D. not required. Security Deposit:-10% Security Deposite will be deducted from on account bills, and it will be released after 5 successfull completion defect liability period. 6 All Statutory taxes, Vat etc. will be recovered as per Rules. 7 All work shall be carried out as per satisfaction of Engineer-in-charge. 8 Safety of all workers is Contractor's responsibility. 9 Defect Liability period : 45 days from the date of completion.
Page 3 of 6
Page 4 of 6
2.46
%
%
Page 5 of 6
%
Page 6 of 6
____/___/ 2008
NOTICE INVITING QUOTATION To, M/s ………………………………………………… ………………………………………………… ………………………………………………… …………………………………………………
Execution of Water Booth at Island Platform at Anantnag Station Anantnag to Qazigund side Chainage 18/000 to 18260 Anantnag to Baramulla side Chainage 18/260 to 18/520 You are requessted to quote yor most compettive rates for above mentioned work in the enclosed BOQ and send the offer back to the "Office of the JGM/Civil-IV, Tulsibagh, Srinagar, J&K, at 15.300 hours on ____/___/ 2008. Item no.
Description of Work
Unit
1
2
3
B.O.Q Quantity 4
Rate (in Rs.) 5
12.000
103.40
1,240.80
2.8.1, Page-65
42.000
100.20
4,208.40
2.13.1.1, Page-65
3.000
2449.00
7,347.00
4.1.8, Page-79
Amount 6
Ref. D.S.R2007 7
SCHEDULE- 'A' ( CIVIL WORK ) Sub Head : 1- Earh Work
1
Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto Cum 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m
2
Excavating trenches of required width for pipes, cables, etc. including excavation for sockets depth up to 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable materials for measurements and diposal of unserviceable material as directed, within a lead of 50m:
2.1
Pipes, cables etc. not exceeding 80mm dia
Rm
Sub Head : 4- Concrete Work
3
3.1
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level.
1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Cum Stone Aggregate 40 mm nominal size)
Page 1 of 6
Sub Head : 5- Reinforced Cement Concrete Work
4
Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in Cum recommended proportions (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 410kg. of cement per cum of concrete.
5
Centering and shuttering including strutting, propping etc. and removal of form for:
Walls (any thickness) including attached pilasters, buttresses, plinth and string Sqm courses etc. Sub Head : 6 - Brick Work Half brick masonry with FPS bricks of class designation 75 in cement mortar 1:4 ( 1 6 Sqm Cement : 4 Coarse Sand) in super structure above plinth. Sub Head : 11 - Flooring 5.1
7
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture) of approved make in all colors, shades except begundy, bottle green, black of any size as approved by Engineer-inSqm Charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3kg per Sqm including pointing in white cement mixed with pigment of matching shade complete.
6.000
4147.40
24,884.40
5.33, Page-93
50.000
180.40
9,020.00
5.9.2, Page -89
15.000
302.80
4,542.00
6.13.2, Page - 100
72.000
556.60
40,075.20
11.36, Page - 177
SUB-TOTAL FOR SCHEDULE -A
91,317.80
33
SCHEDULE- 'B' ( PIPE LINE WORK ) Sub Head : 18 - Water Supply Providing and fixing C.P. brass bib cock of 8 approved quality conforming to IS:8931 a) Each 15 mm nominal bore Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting 9 and making good the walls etc. (internal work) 9.1 40mm dia. nominal bore Rm 9.2 50mm dia. nominal bore Rm Conceled pipe including painting with anti 10 corrosive bitumastic paint, cutting chases and making good the wall. 10.1 15mm dia. nominal bore Rm 10.2 25mm dia. nominal bore Rm Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and 11 making long screws etc. complete (new work) 11.1
25mm nominal bore
Each
24.000
313.10
7,514.40
18.49.1, Page 300 Page 292
24.000 48.000
264.05 398.650
6,337.20 19,135.20
18.10.5 18.10.6 Page 292
24.000 18.000
144.75 170.15
3,474.00 3,062.70
18.11.1 18.11.2 18.46
6.000
SUB-TOTAL FOR SCHEDULE -B
Page 2 of 6
107.25
643.50 40,167.00
18.46.3, Page 300 15
SCHEDULE- 'C' ( STEEL ) Sub Head : 5- Reinforced Cement Concrete Work Reinforcement for R.C.C. work including 12 straightening, cutting, bending, placing, in position and binding all complete. 12.1
Thermo mechanically treated bars.
Kg
480
Sub Head : 10 - Steel Work Steel work welded in built up sections/framed work including cutting 13 hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required. In gratings, frames, guard bar, ladders, 13.1 Kg 2400.000 railings, brackets, gates & similar works. SUB-TOTAL FOR SCHEDULE -C GRAND TOTAL FOR SCHEDULE- A, B & SCHEDULE- C
42.70
20,496.00
5.22.6, Page - 92
51.20
122,880.00
10.25.2, Page - 166
143,376.00
52
274,860.80
45,810.13
I/We offer my/our rates for:1) Schedule-A ………..................................…..%(figure) ……………………………………………………………………..…
(in words) above/below/at par on above printed rates.
2) Schedule-B ………..................................…..%(figure) ……………………………………………………………………..…
(in words) above/below/at par on above printed rates.
3) Schedule-3 ………..................................…..%(figure) ……………………………………………………………………..…
(in words) above/below/at par on above printed rates.
Terms & Conditions:1 Payment:- Payment shall be based on the actual measurement on the site. 2 Period of Completion :- 45 days from the date of issue of letter. 3 Prices:- Rates shall be firm and final and no price variation shall be allowed on any account. 4 E.M.D:- E.M.D. not required. Security Deposit:-10% Security Deposite will be deducted from on account bills, and it will be released after 5 successfull completion defect liability period. 6 All Statutory taxes, Vat etc. will be recovered as per Rules. 7 All work shall be carried out as per satisfaction of Engineer-in-charge. 8 Safety of all workers is Contractor's responsibility. 9 Defect Liability period : 45 days from the date of completion.
Page 3 of 6
Page 4 of 6
2.46
%
%
Page 5 of 6
%
Page 6 of 6
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