Drinking Water Supply and Sanitation Government Departments Closing in 2 days TDR #56330761

Tender For Restoration Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.

Issued by Government Departments · Reasi, Jammu and Kashmir
Tender Value
32.42 Lakhs
Estimated cost
Bid Submission
16 Jul 2026
2 days left
EMD
64840
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.

BOQ

Name of Work:-
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.
2Earth 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: Ordinary Rock
3Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (M)
4Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (L)
5Providing, 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 75 mm PN-10
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 63 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 50 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 40 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 32 mm PN-10
10Providing, 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
11Welding, including transportation of plant at site etc. complete By electric plant
12Filling 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.
13Carriage of G.I Pipes from Store to Road side including cost for loading ,unloading & stacking for an av. distance of 150 KM by Mechanical Transport and Road side to site of work incluing loading, unloading & stacking for an av. Distance of 700 mtr by Head Load.
14Carriage of HDPE Pipes from Store to Road side including cost for loading ,unloading & stacking for an av. distance of 150 KM by Mechanical Transport and Road side to site of work incluing loading, unloading & stacking for an av. Distance of 700 mtr by Head Load.
15Carriage of HDPE Pipes from Store to Road side including cost for loading ,unloading & stacking for an av. distance of 90 KM by Mechanical Transport and Road side to site of work incluing loading, unloading & stacking for an av. Distance of 1000 mtr by Head Load.
16Civil Work: -Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
17Earth 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 :
18Providing 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 20 mm nominal size)
19Providing 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
20Providing 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
21Reinforced 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 with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
22Reinforced 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)
23Steel 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.
24Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand)
25Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
26Supply of stone.
27Hand-packing stones in wire-crates; excluding cost of crates and stones
28Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.
29Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span
30Centering and shuttering including strutting, propping etc. and removal of form for: Extra for arches, domes, vaults exceeding 6 m span.
31Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
32Providing 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.
33Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all looseparticles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
34Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm.
35Providing and laying of Steel Rope 20mm dia U Clamp Iron Camp / hooks, labour charges for stretching the steel rope in pistion, hire charges of chain pulley along with operator, laying and fitting of G.i pipes all complete.
36Carriage of cement by Mechanical Transport from Nearest Market to road side including cost for loading ,unloading & stacking for an av. distance of 65 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr Head Load.
37Carriage of cement by Mechanical Transport from Nearest Market to road side including cost for loading ,unloading & stacking for an av. distance of 35 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr Head Load.
38Carriage of Steel by Mechanical Transport from Nearest Market to road side including cost for loading ,unloading & stacking for an av. distance of 65 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr Head Load.
39Carriage of Steel by Mechanical Transport from Nearest Market to road side including cost for loading ,unloading & stacking for an av. distance of 35 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr Head Load.
40Carriage of Sand by Mechanical Transport from source to Road side including cost for loading and unloading.for an av. distance of 65 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr Head Load..
41Carriage of Sand by Mechanical Transport from source to Road side including cost for loading and unloading.for an av. distance of 35 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr Head Load..
42Carriage of Sand by Mechanical Transport from source to site of work including cost for loading and unloading.for an av. distance of 20 KM.
43Carriage of Stone Aggregate by Mechanical Transport from source to Road side including cost for loading and unloading.for an av. distance of 65 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr Head Load..
44Carriage of Stone Aggregate by Mechanical Transport from source to Road side including cost for loading and unloading.for an av. distance of 35 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1100 Mtr Head Load..
45Carriage of Stone aggreate by Mechanical Transport from source to site of work including cost for loading and unloading.for an av. distance of 20 KM.
46Carriage of soling stone / boulder by Mechanical Transport from local nallah to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 KM. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56330761
AUTHORITY Government Departments
TENDER VALUE 32.42 Lakhs
LAST DATE 16-07-2026
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.
Basic Detail
Tender No ENIT NO. 30 of 2026-27 dt. 06-07-2026
Bidding Type Tender
Location
City Reasi
State Jammu and Kashmir
Key Dates
Publish Date 06 Jul 2026
Submission Date 16 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 32.42 Lakhs
Tender Fee 1000
EMD 64840
Exemption Not Available
Document List
8485c01c-f39f-42ff-b733-651e3adcd6c1.html
BOQ_1019322.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 16, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

8485c01c-f39f-42ff-b733-651e3adcd6c1.html

xls

BOQ_1019322.xls

pdf

Tendernotice_1.pdf

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