Drinking Water Supply and Sanitation Government Departments Closing in 2 days TDR #56427418

Tender For Restoration/Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.Scope Of Work: - I. Permanent Restoration For Construction Of 30000 Glns Gsr - 1 No. Under Water Supply Scheme

Issued by Government Departments · Reasi, Jammu and Kashmir
Tender Value
45.90 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
2 days left
EMD
91800
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Restoration/Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.Scope Of Work: - I. Permanent Restoration For Construction Of 30000 Glns Gsr - 1 No. Under Water Supply Scheme Dadoaii. Permanent Restoration For Providing, Laying & Fitting Of Distribution Pipe Network Under Water Supply Scheme Dadoa.Iii. Permanent Restoration For Compound Wall At Kaplaghat - 1 No. Under Water Supply Scheme Laiter.Iv. Permanent Restoration For Providing, Laying & Fitting Of Distribution Pipe Network Under Water Supply Scheme Laiter.

BOQ

Name of Work:- Restoration/Re-construction of Different water supply of Pouni, Bhomag, Reasi and Arnas Block in Sub Division Reasi under SASCI.Scope of Work: - i. Permanent Restoration for Construction of 30000 Glns Gsr - 1 No. Under WSS Dadoaii. Permanent Restoration for Providing, Laying & Fitting of Distribution Pipe Network under WSS Dadoa.iii. Permanent Restoration for Compound Wall at Kaplaghat - 1 No. under WSS Laiter.iv. Permanent Restoration for Providing, Laying & Fitting of Distribution Pipe Network under WSS Laiter.
Sl. No. Item Description
1Pipe Work: -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.
2Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore (M)
3Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore (L)
4Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (M)
5Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (L)
6Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 50 mm PN-10
7Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 40 mm PN-10
8Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 32 mm PN-10
9Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 25 mm PN-10
10Filling 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.
11Welding, including transportation of plant at site etc. complete. By electric plant
12Carriage of G I Pipes from Store to Road side including cost for loading , unloading & stacking for an av. distance of 95 KM by Mechanical Transport and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 700 Mtr by Head Load.
13Carriage of HDPE Pipes from Store to Road side including cost for loading ,unloading & stacking for an av. distance of 105 KM by Mechanical Transport and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load.
14Civil Work: -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. All kinds of soil :
15Earth 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. Ordinary Rock:
16Providing 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)
17Providing 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
18Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth leve
19Reinforced 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 centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
20Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
21Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
22Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
23Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
24Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand)
25Extra for half Brick masonry in superstructure above plinth level upto floor V level.
26Supply of Stone
27Dumping stone excluding cost of stones. in Horizontal on level
28Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
29Extra for circulat work
30Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
31Extra for circulat work
32Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers
33Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span
34Centering and shuttering including strutting, propping etc. and removal of form for: Extra for arches, domes, vaults exceeding 6 m span
35Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
36Structural 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
3715mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand)
3812mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)
39Extra for plastering on circular work not exceeding 6m in radius: In one coat
40Providing 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. Using M.S. angles 40x40x6mm for diagonal braces
41Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
42Cement 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. 50 mm thick with 20mm nominal size stone aggregate.
43Providing & incorporting (during concreting GP sheet strip water seal 1.25 mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, stripe area (excluding laps) to be measured (which upto 20 cm).
44Providing 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)
45Providing and fixing on wall face un-plasticized - PVC moulded fittings/ accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm bend
46Fixing GI pipes complete with GI fittings excluding treanching and refilling etc. (extrenal work) 80mm dia (medium) nominal bore for washout / delivery main / welded with M.S plate 1.25 mm thick 150 x 150 mm size etc. complete excluding cost of pipe.
47Steel 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
48Carriage of cement from store to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr by Head Load
49Carriage of cement from store to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load
50Carriage of Steel from store to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr by Head Load
51Carriage of Brick from Kiln to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load
52Carriage of Sand from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr by Head Load
53Carriage of Sand from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load
54Carriage of Stone Aggregate from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load
55Carriage of Stone Aggregate from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 35 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 500 Mtr by Head Load
56Carriage of soling stone / boulder from local nallah to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load
57Carriage of soling stone / boulder by Head Load from local nallah (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 1500 Mtr. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56427418
AUTHORITY Government Departments
TENDER VALUE 45.90 Lakhs
LAST DATE 17-07-2026
Authority
Authority Name Public Health Engineering Department
Work Description Tender for Restoration/Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.Scope Of Work: - I. Permanent Restoration For Construction Of 30000 Glns Gsr - 1 No. Under Water Supply Scheme Dadoaii. Permanent Restoration For Providing, Laying & Fitting Of Distribution Pipe Network Under Water Supply Scheme Dadoa.Iii. Permanent Restoration For Compound Wall At Kaplaghat - 1 No. Under Water Supply Scheme Laiter.Iv. Permanent Restoration For Providing, Laying & Fitting Of Distribution Pipe Network Under Water Supply Scheme Laiter.
Basic Detail
Tender No ENIT NO. 33 OF 2026-27 DT. 11-07-2026
Bidding Type Tender
Location
City Reasi
State Jammu and Kashmir
Key Dates
Publish Date 11 Jul 2026
Submission Date 17 Jul 2026
Open Date 18 Jul 2026
Finance
Tender Value 45.90 Lakhs
Tender Fee 1000
EMD 91800
Exemption Not Available
Document List
bc2fb544-70cf-4942-b4bc-7970ac6b3f8d.html
BOQ_1024697.xls
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Jul 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

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html

bc2fb544-70cf-4942-b4bc-7970ac6b3f8d.html

xls

BOQ_1024697.xls

pdf

Tendernotice_1 (10).pdf

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