Retrofitting Of Water Supply Scheme Aripal Tral Ii By Way Of P/L/Fitting Of Pipes , Construction Of Collection Sump Cum Fish Trap , Construction Of 0 . 40 Lac Gallons Capacity Sr , Construction Of Chain Link Fencing Making Road Cuts For Achievin, Aripal Tral Ii-Jammu And Kashmir

TDR : 28255820

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Aripal Tral Ii , Jammu And Kashmir

Tender Brief : Retrofitting Of Water Supply Scheme Aripal Tral Ii By Way Of P/L/Fitting Of Pipes , Construction Of Collection Sump Cum Fish Trap , Construction Of 0 . 40 Lac Gallons Capacity Sr , Construction Of Chain Link Fencing Making Road Cuts For Achievin

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Submission Date
03-07-2021

Competition Type
Indian

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Name of Work: Retrofitting of WSS Aripal Tral II by way of P/L/fitting of pipes, construction of collection sump cum fish trap , Construction of 0.40 lac gallons capacity SR, construction of Chain Link Fencing & making road cuts for achieving 100% FHTC (under JJM) (As per SSR 2020) Adv. Cost Rs. 1,42,57,483
1	1	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge).	1684	cum
2	2	Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.\n2.6.2 Ordinary Rock	246	cum
3	3	Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes \nconforming to IS : 150 mm dia Ductile Iron Class K - 7 Pipes	1000	mtr
4	4	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or \nDuctile Iron Pipes including testing of joints and including the cost of \nrubber gasket.\n 150 mm dia pipe	182	each
5	5	P/F of MS fittings viz bends of suitable degree Tees, etc to be fabricated from 8 mm thick MS plate as per the requirement of site & as per the direction of EIC. This includes cost of lead spun yarn & lead caulking. The work should be leak proof & should be painted with anti anti- corrossive red red oxide primer ( to be paid as per actual)	700	kg
6	6	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)	50	kg
7	7	Dismentalling of existing damaged sump for making byepass arrangements during execution of work as per the directions of engineer incharge 9 to be paid as per actual)	1	job
8	8	Providing and fixing G.I. pipes (Light) complete including cost of pipes and pipe fittings such as tees, bends, sockets, unions, R-sockets, nipples of reputed manufactures like Jindal, Surya, Prakash, Tata etccomplete of following nominal bore. The cost includes all carriages, leads,lifts, handling and re-handling charges following with G.I. fittings excluding trenching and refilling etc. (external work). Light\n100 mm dia G.I (Light Class-A) @ 9.89 kg/mtr)	2300	mtr
9	8.1	80 mm dia G.I (Light A-Class @ 6.81 kg/mtr)	4970	mtr
10	8.2	50 mm dia GI Pipes (Light A-Class @ 4.11 kg/mtr)	900	mtr
11	8.3	40 mm dia GI Pipes (Light A-Class @ 3.25 kg/mtr)	500	mtr
12	8.4	25 mm dia GI Pipes (Light A-Class @ 2.01 kg/mtr)	550	mtr
13	8.5	20 mm dia GI Pipes (Light A-Class @ 1.41 kg/mtr)	700	mtr
14	8.6	15 mm dia GI Pipes (Light A-Class @ 0.95 kg/mtr)	700	mtr
15	9	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete\n25 to 40 mm nominal bore	7	each
16	9.1	50 to 80 mm nominal bore	10	each
17	10	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.	1467.75	cum
18	11	P/F of 250 mm dia sluice valve of reputed make (VAG) with ISI Mark	2	No.
19	12	P/F of 150 mm dia sluice valve of reputed make (VAG) with ISI Mark	1	No.
20	13	Providing and laying of stone soling (dully hand packed) on horizontal level.	31.42	cum
21	14	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).	25.17	cum
22	15	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)	49.35	cum
23	16	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	5.05	cum
24	17	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)	59.63	cum
25	18	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).	33.75	cum
26	19	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:\nThermo-Mechanically Treated bars of grade Fe-500D or more.	11403	kg
27	20	Centering, shuttering including strutting, propping etc and removal of form for:\nFoundation, footings, bases of columns etc. for mass concrete.	129.42	sqm
28	20.1	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	615.32	sqm
29	20.2	Arches, domes, vaults upto 6 m span	50.5	sqm
30	20.3	Extra for arches, domes, vaults exceeding 6 m span	10.17	sqm
31	21	12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 (1 cement : 3 fine sand)	276.94	sqm
32	22	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. 16.25.1 Made of G.I. wire of dia 4 mm	182	sqm
33	23	Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded	4076	kg
34	24	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\nUsing M.S. angles 40x40x6mm for diagonal braces	2.94	sqm
35	25	Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:\nCement, and Steel for an average lead of10 km	19.52	MT
36	26	Sand/stone agg for an average lead of 20 km.	37.97	cum
37	27	Stone Soling for an average lead of10 km.	7.54	cum
38	28	Extra Carriage of different materials from dumping site to actual site of work by manual labouro including loading, unloading, stacking etc:for an average lead of 400 mtr Cement, steel	18.52	MT
39	29	sand/ 20mm agg	28.97	Cum
40	30	Stone Soling	7.54	Cum
41	31	Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. \nBituminous portion	16	cum
42	32	Water bound macadam	48	cum
43	33	P/F/I of Degital Flow meters of reputed make with ISI Mark including all accessiories and carriages complete job (To be paid as per requirement/directions of Engineer Incharge at Site)	1	Job

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Retrofitting Of Water Supply Scheme Aripal Tral Ii By Way Of P/L/Fitting Of Pipes , Construction Of Collection Sump Cum Fish Trap , Construction Of 0 . 40 Lac Gallons Capacity Sr , Construction Of Chain Link Fencing Making Road Cuts For Achievin, Aripal Tral Ii-Jammu And Kashmir

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Name of Work: Retrofitting of WSS Aripal Tral II by way of P/L/fitting of pipes, construction of collection sump cum fish trap , Construction of 0.40 lac gallons capacity SR, construction of Chain Link Fencing & making road cuts for achieving 100% FHTC (under JJM) (As per SSR 2020) Adv. Cost Rs. 1,42,57,483
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge).		1684	cum
2	2	Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.\n2.6.2 Ordinary Rock		246	cum
3	3	Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes \nconforming to IS : 150 mm dia Ductile Iron Class K - 7 Pipes		1000	mtr
4	4	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or \nDuctile Iron Pipes including testing of joints and including the cost of \nrubber gasket.\n 150 mm dia pipe		182	each
5	5	P/F of MS fittings viz bends of suitable degree Tees, etc to be fabricated from 8 mm thick MS plate as per the requirement of site & as per the direction of EIC. This includes cost of lead spun yarn & lead caulking. The work should be leak proof & should be painted with anti anti- corrossive red red oxide primer ( to be paid as per actual)		700	kg
6	6	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)		50	kg
7	7	Dismentalling of existing damaged sump for making byepass arrangements during execution of work as per the directions of engineer incharge 9 to be paid as per actual)		1	job
8	8	Providing and fixing G.I. pipes (Light) complete including cost of pipes and pipe fittings such as tees, bends, sockets, unions, R-sockets, nipples of reputed manufactures like Jindal, Surya, Prakash, Tata etccomplete of following nominal bore. The cost includes all carriages, leads,lifts, handling and re-handling charges following with G.I. fittings excluding trenching and refilling etc. (external work). Light\n100 mm dia G.I (Light Class-A) @ 9.89 kg/mtr)		2300	mtr
9	8.1	80 mm dia G.I (Light A-Class @ 6.81 kg/mtr)		4970	mtr
10	8.2	50 mm dia GI Pipes (Light A-Class @ 4.11 kg/mtr)		900	mtr
11	8.3	40 mm dia GI Pipes (Light A-Class @ 3.25 kg/mtr)		500	mtr
12	8.4	25 mm dia GI Pipes (Light A-Class @ 2.01 kg/mtr)		550	mtr
13	8.5	20 mm dia GI Pipes (Light A-Class @ 1.41 kg/mtr)		700	mtr
14	8.6	15 mm dia GI Pipes (Light A-Class @ 0.95 kg/mtr)		700	mtr
15	9	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete\n25 to 40 mm nominal bore		7	each
16	9.1	50 to 80 mm nominal bore		10	each
17	10	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.		1467.75	cum
18	11	P/F of 250 mm dia sluice valve of reputed make (VAG) with ISI Mark		2	No.
19	12	P/F of 150 mm dia sluice valve of reputed make (VAG) with ISI Mark		1	No.
20	13	Providing and laying of stone soling (dully hand packed) on horizontal level.		31.42	cum
21	14	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).		25.17	cum
22	15	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)		49.35	cum
23	16	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)		5.05	cum
24	17	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)		59.63	cum
25	18	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).		33.75	cum
26	19	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:\nThermo-Mechanically Treated bars of grade Fe-500D or more.		11403	kg
27	20	Centering, shuttering including strutting, propping etc and removal of form for:\nFoundation, footings, bases of columns etc. for mass concrete.		129.42	sqm
28	20.1	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.		615.32	sqm
29	20.2	Arches, domes, vaults upto 6 m span		50.5	sqm
30	20.3	Extra for arches, domes, vaults exceeding 6 m span		10.17	sqm
31	21	12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 (1 cement : 3 fine sand)		276.94	sqm
32	22	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. 16.25.1 Made of G.I. wire of dia 4 mm		182	sqm
33	23	Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded		4076	kg
34	24	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\nUsing M.S. angles 40x40x6mm for diagonal braces		2.94	sqm
35	25	Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:\nCement, and Steel for an average lead of10 km		19.52	MT
36	26	Sand/stone agg for an average lead of 20 km.		37.97	cum
37	27	Stone Soling for an average lead of10 km.		7.54	cum
38	28	Extra Carriage of different materials from dumping site to actual site of work by manual labouro including loading, unloading, stacking etc:for an average lead of 400 mtr Cement, steel		18.52	MT
39	29	sand/ 20mm agg		28.97	Cum
40	30	Stone Soling		7.54	Cum
41	31	Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. \nBituminous portion		16	cum
42	32	Water bound macadam		48	cum
43	33	P/F/I of Degital Flow meters of reputed make with ISI Mark including all accessiories and carriages complete job (To be paid as per requirement/directions of Engineer Incharge at Site)		1	Job

Retrofitting Of Water Supply Scheme Aripal Tral Ii By Way Of P/L/Fitting Of Pipes , Construction Of Collection Sump Cum Fish Trap , Construction Of 0 . 40 Lac Gallons Capacity Sr , Construction Of Chain Link Fencing Making Road Cuts For Achievin, Aripal Tral Ii-Jammu And Kashmir

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