Tender For Restoration Of Water Supply Scheme Sildhar, Water Supply Scheme Jamslan Under Sasci., Reasi-Jammu And Kashmir

TDR : 56067253

Tender Notice
BOQ

9 Days Left

Reasi , Jammu and Kashmir

Tender Brief : Tender For Restoration Of Water Supply Scheme Sildhar, Water Supply Scheme Jamslan Under Sasci.

Document Fees
₹ 1000 /-

EMD
₹ 92380.0 /-

Tender Value
₹ 46.19 Lakhs /-

Submission Date
29-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	WSS Sildhar
2	Dismantling G.I. pipes/HDPE (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :100 mm dia G.I Pipes
3	80 mm dia G.I Pipes
4	40 mm dia G.I Pipes
5	32 mm dia G.I Pipes
6	25 mm dia G.I Pipes
7	20 mm dia G.I Pipes
8	15 mm dia G.I Pipes
9	Laying and fitting of G.I. pipes/HDPE Pipes (all classes) complete excluding cost of pipes, fittings and Earth work.100 mm dia. G.I. pipes
10	80 mm dia. G.I. pipes
11	40 mm dia. G.I. pipes
12	32 mm dia. G.I. pipes
13	25 mm dia. G.I. pipes
14	20 mm dia. G.I. pipes
15	15 mm dia. G.I. pipes
16	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:
17	Providing and fixing G.I. pipes/HDPE complete with fittings excluding trenching and refilling etc. (external work).15 mm dia. (G.I)
18	63 mm dia (HDPE)
19	50 mm dia (HDPE)
20	40 mm dia (HDPE)
21	32 mm dia (HDPE)
22	25 mm dia (HDPE)
23	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.
24	Carriage of Material including loading, unloading and stocking of G.I Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load.
25	Carriage of Material including loading, unloading and stocking of HDPE Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load.
26	WSS Jamslan
27	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 in all kinds of Soil.
28	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 40 mm nominal size)
29	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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
30	Dumping stone including cost of stones in Horizontal on level
31	Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses
32	Carriage of Sand from nearest source to site of work for an average distance of 50 km by mechanical Transport and 200 Mtrs by Head load.
33	Carriage of Stone Aggregate from nearest source to site of work for an average distance of 70 km by mechanical Transport and 200 Mtrs by Head load.
34	Carriage of Stone from nearest source to site of work for an average distance of 6 km by mechanical Transport and 200 Mtrs by Head load.
35	Carriage of Material including loading, unloading and stocking of G.I Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load.
36	Carriage of Material including loading, unloading and stocking of HDPE Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load.
37	Dismantling G.I. pipes/HDPE (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :100 mm dia G.I Pipes
38	80 mm dia G.I Pipes
39	65 mm dia G.I Pipes
40	50 mm dia G.I Pipes
41	40 mm dia G.I Pipes
42	32 mm dia G.I Pipes
43	25 mm dia G.I Pipes
44	20 mm dia G.I Pipes
45	15 mm dia G.I Pipes
46	Laying and fitting of G.I. pipes/HDPE Pipes (all classes) complete excluding cost of pipes, fittings and Earth work.100 mm dia. G.I. pipes
47	80 mm dia. G.I. pipes
48	65 mm dia G.I Pipes
49	50 mm dia G.I Pipes
50	40 mm dia. G.I. pipes
51	32 mm dia. G.I. pipes
52	25 mm dia. G.I. pipes
53	20 mm dia. G.I. pipes
54	15 mm dia. G.I. pipes
55	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:
56	Providing and fixing G.I. pipes/HDPE complete with fittings excluding trenching and refilling etc. (external work).100 mm dia. (G.I)
57	80 mm dia. (G.I)
58	65 mm dia. (G.I)
59	15 mm dia. (G.I)
60	63 mm dia (HDPE)
61	50 mm dia (HDPE)
62	40 mm dia (HDPE)
63	32 mm dia (HDPE)
64	25 mm dia (HDPE)
65	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.
66	Collection Tank Jamslan
67	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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
68	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 40 mm nominal size)
69	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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
70	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)
71	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)
72	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level.TMT Bars
73	12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
74	Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
75	Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
76	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
77	Suspended floors, roofs, landings, balconies and access platforms
78	Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use ofchequered plate wherever required, all complete.
79	Supply and mixing of Water Proofing Compound
80	Carriage of Sand from nearest source to site of work for an average distance of 50 km by mechanical Transport and 1000 Mtrs by Head load.
81	Carriage of Stone Aggregate from nearest source to site of work for an average distance of 50 km by mechanical Transport and 1000 Mtrs by Head load.
82	Carriage of Cement from nearest source to site of work for an average distance of 35 km by mechanical Transport and 1000 Mtrs by Head load.
83	Carriage of Steel from nearest source to site of work for an average distance of 35 km by mechanical Transport and 1000 Mtrs by Head load. Please Enable Macros to View BoQ information

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Tender For Restoration Of Water Supply Scheme Sildhar, Water Supply Scheme Jamslan Under Sasci., Reasi-Jammu And Kashmir

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Sl. No.	Item Description
1	WSS Sildhar
2	Dismantling G.I. pipes/HDPE (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :100 mm dia G.I Pipes
3	80 mm dia G.I Pipes
4	40 mm dia G.I Pipes
5	32 mm dia G.I Pipes
6	25 mm dia G.I Pipes
7	20 mm dia G.I Pipes
8	15 mm dia G.I Pipes
9	Laying and fitting of G.I. pipes/HDPE Pipes (all classes) complete excluding cost of pipes, fittings and Earth work.100 mm dia. G.I. pipes
10	80 mm dia. G.I. pipes
11	40 mm dia. G.I. pipes
12	32 mm dia. G.I. pipes
13	25 mm dia. G.I. pipes
14	20 mm dia. G.I. pipes
15	15 mm dia. G.I. pipes
16	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:
17	Providing and fixing G.I. pipes/HDPE complete with fittings excluding trenching and refilling etc. (external work).15 mm dia. (G.I)
18	63 mm dia (HDPE)
19	50 mm dia (HDPE)
20	40 mm dia (HDPE)
21	32 mm dia (HDPE)
22	25 mm dia (HDPE)
23	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.
24	Carriage of Material including loading, unloading and stocking of G.I Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load.
25	Carriage of Material including loading, unloading and stocking of HDPE Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load.
26	WSS Jamslan
27	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 in all kinds of Soil.
28	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 40 mm nominal size)
29	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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
30	Dumping stone including cost of stones in Horizontal on level
31	Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses
32	Carriage of Sand from nearest source to site of work for an average distance of 50 km by mechanical Transport and 200 Mtrs by Head load.
33	Carriage of Stone Aggregate from nearest source to site of work for an average distance of 70 km by mechanical Transport and 200 Mtrs by Head load.
34	Carriage of Stone from nearest source to site of work for an average distance of 6 km by mechanical Transport and 200 Mtrs by Head load.
35	Carriage of Material including loading, unloading and stocking of G.I Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load.
36	Carriage of Material including loading, unloading and stocking of HDPE Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load.
37	Dismantling G.I. pipes/HDPE (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :100 mm dia G.I Pipes
38	80 mm dia G.I Pipes
39	65 mm dia G.I Pipes
40	50 mm dia G.I Pipes
41	40 mm dia G.I Pipes
42	32 mm dia G.I Pipes
43	25 mm dia G.I Pipes
44	20 mm dia G.I Pipes
45	15 mm dia G.I Pipes
46	Laying and fitting of G.I. pipes/HDPE Pipes (all classes) complete excluding cost of pipes, fittings and Earth work.100 mm dia. G.I. pipes
47	80 mm dia. G.I. pipes
48	65 mm dia G.I Pipes
49	50 mm dia G.I Pipes
50	40 mm dia. G.I. pipes
51	32 mm dia. G.I. pipes
52	25 mm dia. G.I. pipes
53	20 mm dia. G.I. pipes
54	15 mm dia. G.I. pipes
55	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:
56	Providing and fixing G.I. pipes/HDPE complete with fittings excluding trenching and refilling etc. (external work).100 mm dia. (G.I)
57	80 mm dia. (G.I)
58	65 mm dia. (G.I)
59	15 mm dia. (G.I)
60	63 mm dia (HDPE)
61	50 mm dia (HDPE)
62	40 mm dia (HDPE)
63	32 mm dia (HDPE)
64	25 mm dia (HDPE)
65	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.
66	Collection Tank Jamslan
67	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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
68	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 40 mm nominal size)
69	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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
70	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)
71	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)
72	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level.TMT Bars
73	12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
74	Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
75	Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
76	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
77	Suspended floors, roofs, landings, balconies and access platforms
78	Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use ofchequered plate wherever required, all complete.
79	Supply and mixing of Water Proofing Compound
80	Carriage of Sand from nearest source to site of work for an average distance of 50 km by mechanical Transport and 1000 Mtrs by Head load.
81	Carriage of Stone Aggregate from nearest source to site of work for an average distance of 50 km by mechanical Transport and 1000 Mtrs by Head load.
82	Carriage of Cement from nearest source to site of work for an average distance of 35 km by mechanical Transport and 1000 Mtrs by Head load.
83	Carriage of Steel from nearest source to site of work for an average distance of 35 km by mechanical Transport and 1000 Mtrs by Head load. Please Enable Macros to View BoQ information

Tender For Restoration Of Water Supply Scheme Sildhar, Water Supply Scheme Jamslan Under Sasci., Reasi-Jammu And Kashmir

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