Drinking Water Supply and Sanitation Government Departments Closing in 1 days TDR #56412646

Tender For Permanent Restoration Of Water Supply Schemes Under Sasci Of Phe Sub Division Bhalwal (Package-Iv)1. Repair Of Pump Room At Dub Karam Din2. Repair Of Pump Room At Deyaran3. Repair Of 20000 Gallon Sumptank At Kangrail.4. Restoration Of Pump

Issued by Government Departments · Jammu, Jammu and Kashmir
Tender Value
67.12 Lakhs
Estimated cost
Bid Submission
24 Jul 2026
1 days left
EMD
1.34 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 Water Supply Schemes Under Sasci Of Phe Sub Division Bhalwal (Package-Iv)1. Repair Of Pump Room At Dub Karam Din2. Repair Of Pump Room At Deyaran3. Repair Of 20000 Gallon Sumptank At Kangrail.4. Restoration Of Pumproom Building At Kangrail.5. Repair Of Pump Room Cum Quarter At Jhiri.6. Repair / Renovation Of Boundary Wall At Dub Karam Din 7. Repair Of Pump Room At Jhiri.8. Construction Of Protection/ Crate Work To Protect The Structure At Lower Bialey Tubewell Station9. Construction Of Protection/ Crate Work To Protect The Structure At Lower Kalakam Tubewell Station10. Construction Of Boundary Wall To Protect The Structure At Migrant C Station11. Restoration Of Hdpe Pipes Of Bailey Mohalla12. Providing Installation Testing And Commisssioning Of Pumping Machineries.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 20-Jul-2026 Extend Date 24-Jul-2026

BOQ

Name of Work:- Permanent Restoration of water supply schemes under SASCI of PHE Sub Division Bhalwal (Package-IV)1. Repair of pump room at Dub Karam Din2. Repair of pump room at Deyaran3. Repair of 20000 gallon sumptank at kangrail.4. Restoration of pumproom building at kangrail.5. Repair of pump room cum quarter at jhiri.6. Repair / renovation of boundary wall at Dub karam din 7. Repair of pump room at jhiri.8. Construction of Protection/ crate work to protect the structure at lower Bialey Tubewell station9. Construction of Protection/ crate work to protect the structure at lower kalakam Tubewell station10. Construction of Boundary wall to protect the structure at Migrant C Station11. Restoration of HDPE pipes of bailey mohalla12. Providing Installation Testing and Commisssioning of Pumping Machineries.
Sl. No. Item Description
1Demolishing 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.
2Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar
3Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.
4Demolishing cement concrete manually/by mechanical means includingdisposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
5CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
615mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 3 ( 1 cement : 3 coarse sand)
7Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) 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.
8Reinforced 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 with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
9Half 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)
1015mm Cement plaster on the rough side of single or half brick wall ofmix: 1 : 4 ( 1 cement : 4 coarse sand)
11Providing and laying in position cement concrete of specified grade including curing butexcluding 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)
12Painting with synthetic enamel paint of approved brand and manufactureto give an even shade. Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture.
13Providing 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
14Providing 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 75 mm
15Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
16Providing and laying in position cement concrete of specified grade including curing butexcluding 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)
17Making 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 40mmnominal size well rammed and consolidated and grouted with fine sand including finishingthe top smooth and curing complete
18Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate androofs having slope more than 15° upto floor five level level including curing but excludingthe cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
19Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
20Providing 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)
21Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
22Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
23Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms
24Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
25Centering and shuttering including strutting, propping etc. and removal of form Edges of slabs and breaks in floors and walls Under 20 cm wide
26Steel 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.
27Carriage 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 25km by MT
28Carriage of sand at an average distance of 25Km 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 25km by MT
29Carriage of Brick from brick kiln (to be identified by engineer in charge) by Mechanical Transport to site of work including cost for loading and unloading.for an av. distance of 25km by MT
30Providing and fitting concealed internal Electrification of room including 4 Nos LED lights, Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. and saitting arangement of Pump Room Operator inside the Pump Room Operator
31Structural 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
32providing and Fixing of sanitary fitting for washroom complete job
33Complete Electrification of pump room Building in all respects complete job
34Repair of Door and Windows in all respect complete job
35Providing and laying in position cement concrete of specified grade including curing butexcluding 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)
36Dumping of boulder/stones in horizontal excluding cost of stones in Horizontal on level
37Supply of boulder stones
38Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, , lead upto 50 m and lift upto 1.5 m.
39Carriage of Stone aggregate above 40mm (Crushed) 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 25 km by MT
40Carriage of bricks 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 25 km by MT
41Extra for brick work in super structure above plinth level upto floor V Level .
42Reinforced 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 with 1: 1½: 3 nominal size aggregate.
43Providing form work incl. Centering and shuttering incl. Strutting, propping etc. And removal of same for Columns, piers, abutments, pillars, posts and struts
44Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete.
45Providing laying and fitting of 90 mm dia HDPE Pipes
46Providing laying and fitting of 75 mm dia HDPE Pipes
47Providing laying and fitting of 63 mm dia HDPE Pipes
48Cost of Knitted wire crates size (6 m x 1.50 m x 1.50 m)
49Earth work in excavation by mechanical means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 soils
50Hand Picking of stone in knitted wires excluding cost of stone and crates
51Carriage of stones average 1 Km by Mech transport and 300 m by HL
52Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
53Earth 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 excavated earth as directed: All kind of soil
54Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller orwooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
55Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry
56Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc.
57Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shadesexcept burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointingin white cement mixed with pigment of matching shade complete.
58Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with whitecement and matching pigment etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown
59PITC OF PUMPING MACHINERY AND ALLIED ELECTROMECHANICAL EQUIPMENTS AT PUMPING STATION KALAKAM
60PITC of OF LT CONTROL PANEL ALONGWITH ALLIED WORKS AT PUMPING STATION KANGRAIL. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56412646
AUTHORITY Government Departments
TENDER VALUE 67.12 Lakhs
LAST DATE 24-07-2026
Authority
Authority Name Public Health Engineering Department
Work Description Tender for Permanent Restoration Of Water Supply Schemes Under Sasci Of Phe Sub Division Bhalwal (Package-Iv)1. Repair Of Pump Room At Dub Karam Din2. Repair Of Pump Room At Deyaran3. Repair Of 20000 Gallon Sumptank At Kangrail.4. Restoration Of Pumproom Building At Kangrail.5. Repair Of Pump Room Cum Quarter At Jhiri.6. Repair / Renovation Of Boundary Wall At Dub Karam Din 7. Repair Of Pump Room At Jhiri.8. Construction Of Protection/ Crate Work To Protect The Structure At Lower Bialey Tubewell Station9. Construction Of Protection/ Crate Work To Protect The Structure At Lower Kalakam Tubewell Station10. Construction Of Boundary Wall To Protect The Structure At Migrant C Station11. Restoration Of Hdpe Pipes Of Bailey Mohalla12. Providing Installation Testing And Commisssioning Of Pumping Machineries.
Basic Detail
Tender No ENIT 26
Bidding Type Tender
Location
City Jammu
State Jammu and Kashmir
Key Dates
Publish Date 20 Jul 2026
Submission Date 24 Jul 2026
Open Date 25 Jul 2026
Finance
Tender Value 67.12 Lakhs
Tender Fee 1000
EMD 1.34 Lakhs
Exemption Not Available
Document List
7c148e31-fd2c-4be0-a714-189909bebb68.html
BOQ_1023704.xls
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 24, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Jul 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Jul 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

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BOQ_1023704.xls

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Tendernotice_1 (10).pdf

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