Drinking Water Supply and Sanitation Government Departments Closing in 5 days TDR #56258624

Tender For Permanent Restoration Of Works Damages Occurred During The Month Of August & Septemebr 2025 W.R.T. Various Water Supply Schemes Of Sub Division Kandi-Ii (Nagrota, Jhajjar Kotli, Dansal, Dhamuni Jagir, Bamyal & Pangali) Part-11. Providing,

Issued by Government Departments · Jammu, Jammu and Kashmir
Tender Value
1.03 Crore
Estimated cost
Bid Submission
10 Jul 2026
5 days left
EMD
2.06 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Permanent Restoration Of Works Damages Occurred During The Month Of August & Septemebr 2025 W.R.T. Various Water Supply Schemes Of Sub Division Kandi-Ii (Nagrota, Jhajjar Kotli, Dansal, Dhamuni Jagir, Bamyal & Pangali) Part-11. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Dhamuni Jagir.2. Providing Crate Revetment Of Length 48 M At Dhamuni3. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Bamyal.4. Providing Protection Work With Wire Crates At Bamyal.5. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Pangali Shibba.6. Providing Crate Revetment Of Length 60 M At Pangali7. Construction Of 20,000 Glns Gsr/Sump Tank Including Valve Pit And Drain At Bali Under Water Supply Scheme Shibba.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 04-Jul-2026 clarification for time of completion Other 10-Jul-2026

BOQ

Name of Work:- Permanent restoration of works damages occurred during the month of August & Septemebr 2025 w.r.t. various water supply schemes of Sub Division Kandi-II (Nagrota, Jhajjar Kotli, Dansal, Dhamuni Jagir, Bamyal & Pangali) Part-11. Providing, laying and fitting of GI and HDPE pipe for wss Dhamuni Jagir.2. Providing crate revetment of length 48 m at Dhamuni3. Providing, laying and fitting of GI and HDPE pipe for wss Bamyal.4. Providing protection work with wire crates at Bamyal.5. Providing, laying and fitting of GI and HDPE pipe for wss Pangali Shibba.6. Providing crate revetment of length 60 m at Pangali7. Construction of 20,000 glns GSR/Sump Tank including valve pit and drain at Bali under wss Shibba.
Sl. No. Item Description
1Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 kind of soil
2Earth work in bulk excavation by mechanical means (hydraulic excavator) 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
3Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50metres: All kinds of soil:
4Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposalofsurplusexcavatedearthasdirected,withinaleadof50metres: OrdinaryRock
5Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil:
6Providing supply and carriage up to site of work of knitted wire crates 6.00 x1.20 x1.20 mtr
7Providing supply and carriage up to site of work of knitted wire crates 6.00 x1.50 x1.50 mtr
8Providing 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)
9Providing 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 (1cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size)
10Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3(1cement:1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
11Providing 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 work ability 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 level
12Providing 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 work ability 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 above plinth level upto floor V level
13Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
14Dismantling G.I. pipes (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: Below 40 mm nominal bore (GI & HDPE)
15Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 meters leadas per direction of Engineer-in-charge: Above 40 mm nominal bore (GI & HDPE)
16Welding, including transportation of plant at site etc. complete. By electric plant
17Making 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 50 to 80 mm nominal bore
18Making 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 25 to 40 mm nominal bore
19Structural 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 with MS Grills
20Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
21Extra for shuttering in circular works (20%)
22Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts
23Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for Chimney and shafts
24Centering and shuttering including strutting, propping etc.and removal of form for: Lintel, beams, plinth beams,girders, bressumers and cantilevers.
25Centering and shuttering including strutting, propping etc. and removal of form work for: Arches ,domes, vaults upto 6m span
26Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for arches, domes, vaults exceeding 6m span
27Providing and fixing S.C.I. S & S 100 mm dia bend
28Hand-packing stones in wire-crates; excluding cost o fcrates and stones
29Providing and fixing of GP Sheet Plain 1mm thick for joint of life
30Providing and fixing G.I.pipes complete with G.I.fittings and clamps, including cutting and making good the walls etc.: 100mmdia.nominal bore (for wash out and delivery pipe) (Medium)
31Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate.
32Extra for plasteringon circular work not exceeding 6m in radius: In one coat
3315mm Cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand)
34Providing 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)
35Dumping stone excluding cost of stones. In Horizontal on level
36Supply of stone boulder (nallah) nominal size 225 mm
37Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 80mm dia (Medium)
38Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore
39Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia (M). nominal bore
40Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore
41Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore
42Providing/Laying and fitting of HDPE pipes incl. cost of fittings & overheads but excluding cost of pipes, earth work in excavation, refilling & supply / fixing of Gate valves/Sluice Valves 40 mm dia
43Providing/Laying and fitting of HDPE pipes incl. cost of fittings & overheads but excluding cost of pipes, earth work in excavation, refilling & supply / fixing of Gate valves/Sluice Valves 50 mm dia
44Providing/Laying and fitting of HDPE pipes incl. cost of fittings & overheads but excluding cost of pipes, earth work in excavation, refilling & supply / fixing of Gate valves/Sluice Valves 63 mm dia
45Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.15mm dia GI pipe
46Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.20mm dia GI pipe
47Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.25mm dia GI pipe
48Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.40mm dia GI pipe
49Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.50mm dia GI pipe
50Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.65mm dia GI pipe
51Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.80mm (medium) dia GI pipe
52Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 100mm dia & 80mm dia
53Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 65mm dia
54Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 50mm dia
55Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 40mm dia
56Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
57Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, al lnecessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces
58Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm)
59Carriage of sand from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 1000Mtr By H/load upto 40mm
60Carriage of stone aggregate (Crushed) 20 mm nominal size from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 1000Mtr by H/load
61Carriage of stone boulder from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 5km
62Carriage of Pipes from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 1000Mtr by H/load (GI Pipe)
63Carriage of Pipes from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 1000Mtr by H/load (HDPE) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56258624
AUTHORITY Government Departments
TENDER VALUE 1.03 Crore
LAST DATE 10-07-2026
Authority
Authority Name Public Health Engineering Department
Work Description Tender for Permanent Restoration Of Works Damages Occurred During The Month Of August & Septemebr 2025 W.R.T. Various Water Supply Schemes Of Sub Division Kandi-Ii (Nagrota, Jhajjar Kotli, Dansal, Dhamuni Jagir, Bamyal & Pangali) Part-11. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Dhamuni Jagir.2. Providing Crate Revetment Of Length 48 M At Dhamuni3. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Bamyal.4. Providing Protection Work With Wire Crates At Bamyal.5. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Pangali Shibba.6. Providing Crate Revetment Of Length 60 M At Pangali7. Construction Of 20,000 Glns Gsr/Sump Tank Including Valve Pit And Drain At Bali Under Water Supply Scheme Shibba.
Basic Detail
Tender No e-NIT No. 12 of 2026-27
Bidding Type Tender
Location
City Jammu
State Jammu and Kashmir
Key Dates
Publish Date 04 Jul 2026
Submission Date 10 Jul 2026
Open Date 01 Jan 0001
Finance
Tender Value 1.03 Crore
Tender Fee 1000
EMD 2.06 Lakhs
Exemption Not Available
Document List
ab7763e7-e95c-4d03-bd6c-1d18ebfb047a.html
BOQ_1017200.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 10, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 5 days
Jul 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days

Tender Documents

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html

ab7763e7-e95c-4d03-bd6c-1d18ebfb047a.html

xls

BOQ_1017200.xls

pdf

Tendernotice_1.pdf

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