Construction Of 02 Nos . Sedimentation Tank , 01 No . 10000 Gallons Cap . Service Reservoir , Construction Of Retaining Wall And Supply And Laying Of Filter Media Sand Gravel Of 02 No . Ssfp 500Gph Cap . And 2000Gph Cap . For Wss Shaie Bheli Under, Doda-Jammu And Kashmir

TDR : 28429307

Tender Notice
BOQ

Expired

Doda , Jammu And Kashmir

Tender Brief : Construction Of 02 Nos . Sedimentation Tank , 01 No . 10000 Gallons Cap . Service Reservoir , Construction Of Retaining Wall And Supply And Laying Of Filter Media Sand Gravel Of 02 No . Ssfp 500Gph Cap . And 2000Gph Cap . For Wss Shaie Bheli Under

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Submission Date
14-07-2021

Competition Type
Indian

Bidding Type
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Name of Work: Construction of 02 Nos. Sedimentation Tank, 01 No. 10000 Gallons Cap. Service Reservoir, Construction of Retaining Wall and Supply and Laying of Filter Media Sand Gravel of 02 No. SSFP 500GPH Cap. and 2000GPH Cap. for WSS Shaie Bheli under NRDWP/JJM.
1	1.01	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables, etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge disposed earth is to be leveled and neatly dressed in Trenches:\na) All kind of soil 70% and Ordinary Rock 30%.	51.6	Cum
2	2.01	b) All kind of soil 70% and Ordinary Rock 30% in Platform.	109.17	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 40mm nominal size).	6.6	Cum
4	4.01	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement – All work upto plinth level.	3.06	Cum
5	5.01	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).	2.71	Cum
6	6.01	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. 1:2:4 (1 cement 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).	2.24	Cum
7	7.01	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).	6.69	Cum
8	8.01	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 centring, shuttering and finishing with. \na) 1:2:4 (1 cement 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)	2.72	Cum
9	9.01	b) 1:3:6 (1 cement 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)	7.96	Cum
10	10.01	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Cold twisted bars	1096	Kg
11	11.01	12mm Cement plaster finished with a floating coat of neat cement of mix: \na) 1:3 (1 cement: 3 fine sand)	172.67	Sqm
12	12.01	Dry random rubble masonry with hard stone in foundation and plinth: \nUsing nallah stone without bond stone	45	Cum
13	13.01	Centering and shuttering including strutting, propping etc. and removal of form for: a) Foundations, footings, bases of columns etc. for mass concrete.	21.11	Sqm
14	14.01	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	172.15	Sqm
15	15.01	c) Suspended floors, roofs, landings, balconies and access platforms.	11.18	Sqm
16	16.01	d) Lintel, beams, plinth beams, girders, bressumers and cantilevers.	1	Sqm
17	17.01	e) Arches, domes, vaults upto 6 m span	22.6	Sqm
18	18.01	f) Edges of slabs and breaks in floors and walls Under 20 cm wide	25.4	RM
19	19.01	Extra for shuttering in circular work (20% of respective centering and Shuttering items.\na) Foundations, footings, bases of columns etc. for mass concrete.	16.95	Sqm
20	20.01	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	86.98	Sqm
21	21.01	c) Lintel, beams, plinth beams, girders, bressumers and cantilevers.	1	Sqm
22	22.01	d) Arches, domes, vaults upto 6 m span	22.6	Sqm
23	23.01	Cover L.D. Rectangular 455×610mm with frame	7	Each
24	24	Labour engage for dismantling removing old damages wooden trusses and G.I sheet for 03 Nos. Reservoirs.\na) Fitter	1	Day
25	25	b) Mazdoor	2	Day
26	26	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).	110	Kg.
27	27	Supply of PGI Sheet strip for joints.	70	Kg
28	28	Carriage of material by mechanical transport from source to road side to work at an average distance 30Km.	38.31	Cum
29	29	Carriage of material by manual means from road side to site of work by H/L at an Avg. distance 1km Sand and stone agg. 20mm nominal size.	38.31	Cum
30	30	Carriage of stone by head load from source to site of work avg distance 02 km.	5.87	Cum
31	31	Carriage of stone by manual mean 02Km avg. distance by head load.	45	Cum
32	32	Supply of filter media sand from Premnagar.\na) Stone Gravel 160mm	17	Cum
33	33	b) Gravel 40mm to 63mm	17	Cum
34	34	c) Gravel 6mm to 39mm	17	Cum
35	35	Supply of filter media sand from Ganderbal	84.6	Cum
36	36	Carriage of Filter Media Sand from Ganderabal to road side of work at an average distance 310Km by Mechanical Transport.	84.6	Cum
37	37	Carriage of Gravel for Filtration Plant of size ranging 3mm to 65mm (30cm thick) from source to road side of work by Mechanical Transport avg. distance 30Km.\na) 6mm to 39mm size	17	Cum
38	38	b) 40mm to 63mm size	17	Cum
39	39	c) Stone gravel 160mm	17	Cum
40	40	Carriage of Gravel & Filter media sand by manual means from road side to site of work avg. distance 02K.m.\na) Stone Gravel 160mm	17	Cum
41	41	b) Stone Gravel 40mm to 63mm	17	Cum
42	42	c) Stone Gravel 3mm to 39mm	17	Cum
43	43	d) Filter media sand below 20mm size	84.6	Cum
44	44	Labour engage for filling of filter media in 06 Mazdoor for 03 days	18	Day

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Construction Of 02 Nos . Sedimentation Tank , 01 No . 10000 Gallons Cap . Service Reservoir , Construction Of Retaining Wall And Supply And Laying Of Filter Media Sand Gravel Of 02 No . Ssfp 500Gph Cap . And 2000Gph Cap . For Wss Shaie Bheli Under, Doda-Jammu And Kashmir

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Name of Work: Construction of 02 Nos. Sedimentation Tank, 01 No. 10000 Gallons Cap. Service Reservoir, Construction of Retaining Wall and Supply and Laying of Filter Media Sand Gravel of 02 No. SSFP 500GPH Cap. and 2000GPH Cap. for WSS Shaie Bheli under NRDWP/JJM.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1.01	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables, etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge disposed earth is to be leveled and neatly dressed in Trenches:\na) All kind of soil 70% and Ordinary Rock 30%.		51.6	Cum
2	2.01	b) All kind of soil 70% and Ordinary Rock 30% in Platform.		109.17	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 40mm nominal size).		6.6	Cum
4	4.01	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement – All work upto plinth level.		3.06	Cum
5	5.01	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).		2.71	Cum
6	6.01	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. 1:2:4 (1 cement 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).		2.24	Cum
7	7.01	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).		6.69	Cum
8	8.01	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 centring, shuttering and finishing with. \na) 1:2:4 (1 cement 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)		2.72	Cum
9	9.01	b) 1:3:6 (1 cement 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)		7.96	Cum
10	10.01	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Cold twisted bars		1096	Kg
11	11.01	12mm Cement plaster finished with a floating coat of neat cement of mix: \na) 1:3 (1 cement: 3 fine sand)		172.67	Sqm
12	12.01	Dry random rubble masonry with hard stone in foundation and plinth: \nUsing nallah stone without bond stone		45	Cum
13	13.01	Centering and shuttering including strutting, propping etc. and removal of form for: a) Foundations, footings, bases of columns etc. for mass concrete.		21.11	Sqm
14	14.01	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.		172.15	Sqm
15	15.01	c) Suspended floors, roofs, landings, balconies and access platforms.		11.18	Sqm
16	16.01	d) Lintel, beams, plinth beams, girders, bressumers and cantilevers.		1	Sqm
17	17.01	e) Arches, domes, vaults upto 6 m span		22.6	Sqm
18	18.01	f) Edges of slabs and breaks in floors and walls Under 20 cm wide		25.4	RM
19	19.01	Extra for shuttering in circular work (20% of respective centering and Shuttering items.\na) Foundations, footings, bases of columns etc. for mass concrete.		16.95	Sqm
20	20.01	b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.		86.98	Sqm
21	21.01	c) Lintel, beams, plinth beams, girders, bressumers and cantilevers.		1	Sqm
22	22.01	d) Arches, domes, vaults upto 6 m span		22.6	Sqm
23	23.01	Cover L.D. Rectangular 455×610mm with frame		7	Each
24	24	Labour engage for dismantling removing old damages wooden trusses and G.I sheet for 03 Nos. Reservoirs.\na) Fitter		1	Day
25	25	b) Mazdoor		2	Day
26	26	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).		110	Kg.
27	27	Supply of PGI Sheet strip for joints.		70	Kg
28	28	Carriage of material by mechanical transport from source to road side to work at an average distance 30Km.		38.31	Cum
29	29	Carriage of material by manual means from road side to site of work by H/L at an Avg. distance 1km Sand and stone agg. 20mm nominal size.		38.31	Cum
30	30	Carriage of stone by head load from source to site of work avg distance 02 km.		5.87	Cum
31	31	Carriage of stone by manual mean 02Km avg. distance by head load.		45	Cum
32	32	Supply of filter media sand from Premnagar.\na) Stone Gravel 160mm		17	Cum
33	33	b) Gravel 40mm to 63mm		17	Cum
34	34	c) Gravel 6mm to 39mm		17	Cum
35	35	Supply of filter media sand from Ganderbal		84.6	Cum
36	36	Carriage of Filter Media Sand from Ganderabal to road side of work at an average distance 310Km by Mechanical Transport.		84.6	Cum
37	37	Carriage of Gravel for Filtration Plant of size ranging 3mm to 65mm (30cm thick) from source to road side of work by Mechanical Transport avg. distance 30Km.\na) 6mm to 39mm size		17	Cum
38	38	b) 40mm to 63mm size		17	Cum
39	39	c) Stone gravel 160mm		17	Cum
40	40	Carriage of Gravel & Filter media sand by manual means from road side to site of work avg. distance 02K.m.\na) Stone Gravel 160mm		17	Cum
41	41	b) Stone Gravel 40mm to 63mm		17	Cum
42	42	c) Stone Gravel 3mm to 39mm		17	Cum
43	43	d) Filter media sand below 20mm size		84.6	Cum
44	44	Labour engage for filling of filter media in 06 Mazdoor for 03 days		18	Day

Construction Of 02 Nos . Sedimentation Tank , 01 No . 10000 Gallons Cap . Service Reservoir , Construction Of Retaining Wall And Supply And Laying Of Filter Media Sand Gravel Of 02 No . Ssfp 500Gph Cap . And 2000Gph Cap . For Wss Shaie Bheli Under, Doda-Jammu And Kashmir

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