Drinking Water Supply and Sanitation Government Departments Closing in 3 days TDR #56379615

Tender For Permanent Restoration By Way Of Construction Of Infiltration Gallery,Collection Tank And Spring Cover Under Water Supply Scheme Mangalnar.

Issued by Government Departments · Rajouri, Jammu and Kashmir
Tender Value
17.29 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
3 days left
EMD
34580
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Permanent Restoration By Way Of Construction Of Infiltration Gallery,Collection Tank And Spring Cover Under Water Supply Scheme Mangalnar.

BOQ

Name of Work:- Permanent Restoration by way of construction of infiltration gallery,collection tank and spring cover under WSS Mangalnar.
Sl. No. Item Description
1Earth 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:Ordinary rock.
3Earth 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:All kinds of soil.
4Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work
5Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work
6Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve orkability without impairing strength and durability as per direction of Engineer-incharge. 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 level
7Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve orkability without impairing strength and durability as per direction of Engineer-incharge. 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 above plinth level upto floor V level
8Reinforced 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)
9Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
10Reinforcement for RCC work incl. straightening, cutting Bending , placing in position and binding all complete.(cold twisted bars)
11Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelHard drawn steel wire fabric
12Extra for pre finished nosing in treads of steps of kota stone/ sand stone slab
13Providing and fixing UV stabilized fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts and nuts 8mm dia. G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabilizer in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS: 10192 and IS: 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.22.1 2mm thick corrugated (2.5\\" or 4.2\\" or 6\\") or step-down (2\\" or 3\\" or 6\\") as specified.
14Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete.Corrugated serrated adjustable ridges
15Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts
16Centering and shuttering including strutting, propping etc. And removal of form work for.Foundation, footing, bases of columns etc. For mass concrete.
17Centering and shuttering including strutting, propping etc. And removal of form work for.Suspended floors, roofs, landings, balconies and access platforms.
18Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc.
19Centering and shuttering including strutting, propping etc. And removal of form work for.Edges of slabs and breaks in floors and walls Under 20 cm wide
20Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar work
21Supply and placing in poistion of coal (to be paid as actual )
22supplying, fllting, spreading and leveling gravels of size range 5 mm to 10 mm, in recharge pit over the existing layer of boulders, in the requiredthickness for all leads and lifts all complete as per direction of Engineerin-charge. (Sand)
23supplying, fllting, spreading and leveling gravels of size range 5 mm to 10 mm, in recharge pit over the existing layer of boulders, in the requiredthickness for all leads and lifts all complete as per direction of Engineerin-charge.(Aggregate)
24Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm nominal bore
25Extra for providing and mixing water proofing material in cement concrete work @ 1kg per 50kg of cement
26Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore
2712mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
2815mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix :1 : 3 ( 1 cement : 3 fine sand)
29Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
30Providing 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 Made of G.I. wire of dia 4 mm
31Providing, hoisting and fixing up to floor five level precast reinforced cement concrete inlintels, beams and bressumers including setting in cement mortar 1:3 (1 cement : 3 coarsesand), cost of required centering, shuttering and curing but excluding the cost of reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
32supply and placing in position of bricks
33Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work
34Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
35Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts 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
36Supply of C.I Air bends
37.Carriage of cement and steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 40Km and 1500 m H/L
38.Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km and 500 m H/L
39.Carriage of steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km and 500 m H/L
40.Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 45Km And 500m H/L
41.Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 70Km And 500m H/L
42Carriage of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 (Ganderbal Kashmir sand )for slow sand filteration plant by head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading for an average distance of 320Km.and 500m Head Load
43.Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 10Km and 500m H/L
44.Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 40Km and 1500m H/L
45.Carriage of stone aggregate (Crushed) above 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 40Km and 1500m H/L
46Carriage of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 40 km by MT and 500m Head Load
47Carriage of indigenous anthracite coal by manual means for an average distance of 500m
48.Carriage of Brick by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 70 Km and 500m head load Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56379615
AUTHORITY Government Departments
TENDER VALUE 17.29 Lakhs
LAST DATE 14-07-2026
Authority
Authority Name Public Health Engineering Department
Work Description Tender for Permanent Restoration By Way Of Construction Of Infiltration Gallery,Collection Tank And Spring Cover Under Water Supply Scheme Mangalnar.
Basic Detail
Tender No e-NIT No. 05 of 2026-27 dated 13-06-2026
Bidding Type Tender
Location
City Rajouri
State Jammu and Kashmir
Key Dates
Publish Date 09 Jul 2026
Submission Date 14 Jul 2026
Open Date 15 Jul 2026
Finance
Tender Value 17.29 Lakhs
Tender Fee 1000
EMD 34580
Exemption Not Available
Document List
08d758ad-fece-4703-bc58-89f75c403051.html
BOQ_1021844.xls
Tendernotice_1 (10).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Jul 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Jul 15, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

08d758ad-fece-4703-bc58-89f75c403051.html

xls

BOQ_1021844.xls

pdf

Tendernotice_1 (10).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders