Construction Of 03 Nos . Sedimentation Tank , 01 No . Collection Tank , 03 Nos . Valve Pits Chamber , 02 Nos . Service Reservoir Of 3000 Gallons , 01 No . 500Gph And 01 No . 1000Gph Ssfp , Filling Of Filter Media Sand Gravels Of 01 No . 500Gp, Doda-Jammu And Kashmir

TDR : 28178657

Tender Notice
BOQ

Expired

Doda , Jammu And Kashmir

Tender Brief : Construction Of 03 Nos . Sedimentation Tank , 01 No . Collection Tank , 03 Nos . Valve Pits Chamber , 02 Nos . Service Reservoir Of 3000 Gallons , 01 No . 500Gph And 01 No . 1000Gph Ssfp , Filling Of Filter Media Sand Gravels Of 01 No . 500Gp

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Submission Date
21-06-2021

Competition Type
Indian

Bidding Type
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Name of Work: Construction of 03 Nos. Sedimentation Tank, 01 No. Collection Tank, 03 Nos. Valve Pits Chamber, 02 Nos. Service Reservoir of 3000 Gallons, 01 No. 500GPH and 01 No. 1000GPH SSFP, filling of filter media sand gravels of 01 No. 500GPH and 1 No. 1000GPH SSFP at various spots of WSS Behota under Languishing (JKIDFC).
1	1.01	Earth work in bulk excavation by manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10Sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer-in-Charge. All kinds of soil\na) 100% All kinds of Soils	68	Cum
2	2.01	b) 70% All kinds of Soil 30% Ordinary Rock	520.56	Cum
3	3.01	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)	41.67	Cum
4	4.01	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc. upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with. \na) 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size)	6.9	Cum
5	5.01	b) 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)	9.29	Cum
6	6.01	Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)	50.53	Cum
7	7.01	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centering, shuttering, finishing and reinforcement with1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)	18.42	Cum
8	8.01	Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)	1.58	Cum
9	9.01	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Cold twisted bars.	4832	Kg.
10	10.01	12mm Cement plaster finished with a floating coat of neat cement of mix:\na) 1:3 (1 cement: 3 fine sand)	538.84	Sqm
11	11.01	b) 1:4 (1 cement: 4 fine sand)	241.28	Sqm
12	12.01	Dry random rubble masonry with hard stone in foundation and plinth using nallah stone without bond stone.	35	Cum
13	13.01	Supply of Stones	11.38	Cum
14	14.01	Dumping of Stones.	11.38	Cum
15	15.01	Finishing wall with water proofing cement paint of required shade new work (two or more coats) applied @ 3.84Kg/10Sqm.	260	Sqm
16	16.01	Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50mm thick with 20mm nominal size stone aggregate.	19.55	Sqm
17	17.01	Centering and shuttering including strutting, propping etc. and removal of form for: a) Foundations, footings, bases of columns etc. for mass concrete.	44.66	Sqm
18	18.01	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	580.05	Sqm
19	19.01	c) Suspended floors, roofs, landings, balconies and access platforms.	24.1	Sqm
20	20.01	d) Lintel, beams, plinth beams, girders, bressumers and cantilevers.	15.66	Sqm
21	21.01	e) Arches, domes, vaults upto 6m span	15.8	Sqm
22	22.01	f) Edges of slabs and breaks in floors and walls under 20cm wide.	34.86	RM
23	23.01	Extra for shuttering in circular work (20% of respective centering and Shuttering items.\na) Foundations, footings, bases of columns etc. for mass concrete.	4.32	Sqm
24	24.01	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	57.56	Sqm
25	25.01	c) Lintel, beams, plinth beams, girders, bressumers and cantilevers.	15.66	Sqm
26	26.01	d) Arches, domes, vaults upto 6 m span	15.8	Sqm
27	27.01	e) Edges of slabs and breaks in floors and walls under 20cm wide.	10.42	RM
28	28.01	Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)	440	Kg.
29	29.01	Cover L.D. Rectangular 455 × 610mm with frame	15	Each
30	30.01	Labour engaged for fitting of inlet, outlet, washout/overflow pipes. \ni) Fitter.	11	Day
31	31.01	ii) Labour.	150	Day
32	32.01	Supply of PGI sheet for Reservoir	210	Kg.
33	33.01	Carriage of material by Mechanical Transport from Premnagar source to road side of work avg. distance 50Km Sand and stone agg. above 40mm nominal size.	48.4	Cum
34	34.01	Carriage of material by Mechanical Transport from Premnagar source to road side of work avg. distance 50Km Sand and stone agg. below 40mm nominal size.	185.03	Cum
35	35.01	Carriage of material from road side to site of work at an average distance by Head Load:\na) Stone aggregate above 40mm	48.4	Cum
36	36.01	b) Stone aggregate below 40mm	185.03	Cum
37	37.01	Carriage of Stones from road side to site of work at an average distance 02Km by Head Load.	35	Cum
38	38.01	Supply of Filter Mediate Sand from Ganderbal	96	Cum
39	39.01	Carriage of Filter Media Stand from Ganderabal to road side of work by Mech. Transport at an average distance 300Km.	96	Cum
40	40.01	Carriage of Filter Media from stacking place to road site of work by head load at average distance 06Km.	96	Cum
41	41.01	Carriage of Gravel for Filtration Plant of size ranging 3mm to 65mm (30cem thick) from source to road side of work by Mechanical Transport at an average distance 50Km: \na) 3mm to 39mm size	57.6	Cum
42	42.01	b) 40mm to 60mm size	65.6	Cum
43	43.01	c) 65mm to 160mm size	32.8	Cum
44	44.01	Carriage of Gravel for Filtration Plant of size ranging 3mm to 65mm (30cem thick) from road side to site of work by Head Load at an average distance 06Km: \na) 3mm to 39mm size	57.6	Cum
45	45.01	b) 40mm to 60mm size	65.6	Cum
46	46.01	c) 65mm to 160mm size	32.8	Cum
47	47.01	Supply of Gravel for Filtration Plant.	156	Cum

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Construction Of 03 Nos . Sedimentation Tank , 01 No . Collection Tank , 03 Nos . Valve Pits Chamber , 02 Nos . Service Reservoir Of 3000 Gallons , 01 No . 500Gph And 01 No . 1000Gph Ssfp , Filling Of Filter Media Sand Gravels Of 01 No . 500Gp, Doda-Jammu And Kashmir

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Name of Work: Construction of 03 Nos. Sedimentation Tank, 01 No. Collection Tank, 03 Nos. Valve Pits Chamber, 02 Nos. Service Reservoir of 3000 Gallons, 01 No. 500GPH and 01 No. 1000GPH SSFP, filling of filter media sand gravels of 01 No. 500GPH and 1 No. 1000GPH SSFP at various spots of WSS Behota under Languishing (JKIDFC).
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1.01	Earth work in bulk excavation by manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10Sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer-in-Charge. All kinds of soil\na) 100% All kinds of Soils		68	Cum
2	2.01	b) 70% All kinds of Soil 30% Ordinary Rock		520.56	Cum
3	3.01	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)		41.67	Cum
4	4.01	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc. upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with. \na) 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size)		6.9	Cum
5	5.01	b) 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)		9.29	Cum
6	6.01	Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)		50.53	Cum
7	7.01	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centering, shuttering, finishing and reinforcement with1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)		18.42	Cum
8	8.01	Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)		1.58	Cum
9	9.01	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Cold twisted bars.		4832	Kg.
10	10.01	12mm Cement plaster finished with a floating coat of neat cement of mix:\na) 1:3 (1 cement: 3 fine sand)		538.84	Sqm
11	11.01	b) 1:4 (1 cement: 4 fine sand)		241.28	Sqm
12	12.01	Dry random rubble masonry with hard stone in foundation and plinth using nallah stone without bond stone.		35	Cum
13	13.01	Supply of Stones		11.38	Cum
14	14.01	Dumping of Stones.		11.38	Cum
15	15.01	Finishing wall with water proofing cement paint of required shade new work (two or more coats) applied @ 3.84Kg/10Sqm.		260	Sqm
16	16.01	Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50mm thick with 20mm nominal size stone aggregate.		19.55	Sqm
17	17.01	Centering and shuttering including strutting, propping etc. and removal of form for: a) Foundations, footings, bases of columns etc. for mass concrete.		44.66	Sqm
18	18.01	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.		580.05	Sqm
19	19.01	c) Suspended floors, roofs, landings, balconies and access platforms.		24.1	Sqm
20	20.01	d) Lintel, beams, plinth beams, girders, bressumers and cantilevers.		15.66	Sqm
21	21.01	e) Arches, domes, vaults upto 6m span		15.8	Sqm
22	22.01	f) Edges of slabs and breaks in floors and walls under 20cm wide.		34.86	RM
23	23.01	Extra for shuttering in circular work (20% of respective centering and Shuttering items.\na) Foundations, footings, bases of columns etc. for mass concrete.		4.32	Sqm
24	24.01	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.		57.56	Sqm
25	25.01	c) Lintel, beams, plinth beams, girders, bressumers and cantilevers.		15.66	Sqm
26	26.01	d) Arches, domes, vaults upto 6 m span		15.8	Sqm
27	27.01	e) Edges of slabs and breaks in floors and walls under 20cm wide.		10.42	RM
28	28.01	Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)		440	Kg.
29	29.01	Cover L.D. Rectangular 455 × 610mm with frame		15	Each
30	30.01	Labour engaged for fitting of inlet, outlet, washout/overflow pipes. \ni) Fitter.		11	Day
31	31.01	ii) Labour.		150	Day
32	32.01	Supply of PGI sheet for Reservoir		210	Kg.
33	33.01	Carriage of material by Mechanical Transport from Premnagar source to road side of work avg. distance 50Km Sand and stone agg. above 40mm nominal size.		48.4	Cum
34	34.01	Carriage of material by Mechanical Transport from Premnagar source to road side of work avg. distance 50Km Sand and stone agg. below 40mm nominal size.		185.03	Cum
35	35.01	Carriage of material from road side to site of work at an average distance by Head Load:\na) Stone aggregate above 40mm		48.4	Cum
36	36.01	b) Stone aggregate below 40mm		185.03	Cum
37	37.01	Carriage of Stones from road side to site of work at an average distance 02Km by Head Load.		35	Cum
38	38.01	Supply of Filter Mediate Sand from Ganderbal		96	Cum
39	39.01	Carriage of Filter Media Stand from Ganderabal to road side of work by Mech. Transport at an average distance 300Km.		96	Cum
40	40.01	Carriage of Filter Media from stacking place to road site of work by head load at average distance 06Km.		96	Cum
41	41.01	Carriage of Gravel for Filtration Plant of size ranging 3mm to 65mm (30cem thick) from source to road side of work by Mechanical Transport at an average distance 50Km: \na) 3mm to 39mm size		57.6	Cum
42	42.01	b) 40mm to 60mm size		65.6	Cum
43	43.01	c) 65mm to 160mm size		32.8	Cum
44	44.01	Carriage of Gravel for Filtration Plant of size ranging 3mm to 65mm (30cem thick) from road side to site of work by Head Load at an average distance 06Km: \na) 3mm to 39mm size		57.6	Cum
45	45.01	b) 40mm to 60mm size		65.6	Cum
46	46.01	c) 65mm to 160mm size		32.8	Cum
47	47.01	Supply of Gravel for Filtration Plant.		156	Cum

Construction Of 03 Nos . Sedimentation Tank , 01 No . Collection Tank , 03 Nos . Valve Pits Chamber , 02 Nos . Service Reservoir Of 3000 Gallons , 01 No . 500Gph And 01 No . 1000Gph Ssfp , Filling Of Filter Media Sand Gravels Of 01 No . 500Gp, Doda-Jammu And Kashmir

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