Public Administrative Department Government Departments Closing in 4 days TDR #56876129

Tender For Water Supply Distribution From Main Road To Sicop Office To Link Road(2) At Industrial Estate Pulwama.

Issued by Government Departments · Pulwama, Jammu and Kashmir
Tender Value
21.91 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
4 days left
EMD
43820
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Water Supply Distribution From Main Road To Sicop Office To Link Road(2) At Industrial Estate Pulwama.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 11-Aug-2026 Correction Other 27-Aug-2026

BOQ

Name of Work:- WATER SUPPLY DISTRIBUTION FROM MAIN ROAD TO SICOP OFFICE TO LINK ROAD(2) AT INDUSTRIAL ESTATE PULWAMA.
Sl. No. Item Description
1Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 meters: Ordinary Rock
2Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) carriages up to site of work complete A ) 65mm dia. nominal bore
3P/F of G.I FITTING UNIONA ) 65mm nominal bore
4Filling 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
5Making connection of G.I distribution branch pipe 20mm
6Supplying /filling dry stone soling tightly hand packed under foundation & under floors including all leads, lifts and all carriages up to site of work complete
7Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) carriages up to site of work complete
8Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) carriages up to site of work complete
9Reinforced 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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars
11Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including column,slab, buttresses, plinth and string courses etc.
12CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
13Providing and laying water proofing treatment on roofs of slabs and wall by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg./sqm. and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around
14Cement 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 . carriages up to site of work complete
15Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete carriages up to site of work complete
16Structural 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 carriages up to site of work complete
17Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m carriages up to site of work complete
18Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800(part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment tools plants and machineries required for the job, all complete as per direction of Engineer-in-charge upto 90 m depth below ground level. All types of soil 300 mm dia Rocky strata including boulders
19Supplying, assembling, lowering and fixing in vertical position in bore well, plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labor charges, fittings and accessories etc all complete for all depths as per direction 100 mm nominal size dia carriages up to site of work complete
20Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/medium/coarse in required grading and sizes as per actual requirement all complete as per direction of Engineer carriages up to site of work complete
21Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm reinforced with 8 mm dia four nos longitudinal and 9nos cross sectional T.M.T hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S flats of size 50mmx1.6mm complete all as per direction of Engineer-in-charge carriages up to site of work complete
22Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270 of reputed & approved make, including painted with outside surface with two coats, of anticorrosive paint of approved brand and manufacture including required hire &labor charges, fitting and accessories, all complete for all depths, as per direction of Engineer-in charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm
23Development to tube well in accordance with IS: 2800(part 1) and IS:11189 to establish maximum rate of usable water yield without sand content ( beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete including required hire &labour charges of air compressor tools & accessories, etc. all, as per direction of Engineer-in-charge.
24Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe removable as per requirement all complete for bore well of 100 mm dia
25Providing and fixing M.S clamp of required dia to the top of casing/ housing pipe of tube well as per IS:2800 (part 1), including necessary bolts & nuts of required size complete 100 mm clamp
26Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS: 2800 (part 1). 100 mm dia
27SITC of 5 hp 3phase submersible pump and motor assembly with started panel of approved make and brand including lowering of pump ,cable connections etc
28P/L of 3 phase 10sqmm 3 core copper submersible fixable cable
29P/L of 3 phase 50sqmm 4 core copper fixable cable from main to starter panel
30SITC 10 KVA servo voltage stabilizer voltage range for 120-460 with 200 A AL bus BAR with main switch. Oil cooled with copper winding, MS sheet body, prime grade power coating, driven type motor insulation-class A, greater than 6 mega ohms microprocessorbased digital control panel including all civil works complete
31Supply,installation,testing and commissioning of 3 phase energy meter complete with connection as required
32Wiring for 250 volts single phase and neutral 16 Amps switched socket outlet with 4 Sq.mm PVC insulated copper conductor 1100 volts grade stranded flexible FRLS wires in concealed or Surface mounted 25mm dia 2mm thick PVC conduit including providing and fixing of 16 Amps 3 pin switched socket of approved make and design in 1.6mm thick G1 boxes with grid plates and earthing the third pin of socket outlet with 4 Sq.mm PVC insulated copper conductor stranded flexible FRLS wire.
33Supplying and installation testing and commissioning of following mccb,sa)10 to 32 amp mcbSp
34b)40 to 63 amp DP
35Supplying installation testing and commissioning of changeover of approved make Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56876129
AUTHORITY Government Departments
TENDER VALUE 21.91 Lakhs
LAST DATE 27-08-2026
Authority
Authority Name jammu and kashmir small scale industries development corporation limited
Work Description Tender For Water Supply Distribution From Main Road To Sicop Office To Link Road(2) At Industrial Estate Pulwama.
Basic Detail
Tender No 32-PEK of 2026-27 dated 06- 08-2026
Bidding Type Tender
Location
City Pulwama
State Jammu and Kashmir
Key Dates
Publish Date 11 Aug 2026
Submission Date 27 Aug 2026
Open Date 01 Jan 0001
Finance
Tender Value 21.91 Lakhs
Tender Fee 2000
EMD 43820
Exemption Not Available
Document List
4a3adbcc-524a-44d2-abbb-eeffeec008e6.html
BOQ_1060010.xls
SBD32.pdf
Tendernotice_1 (11).pdf

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Tender Timeline

Aug 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 4 days
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

4a3adbcc-524a-44d2-abbb-eeffeec008e6.html

xls

BOQ_1060010.xls

pdf

SBD32.pdf

pdf

Tendernotice_1 (11).pdf

Disclaimer

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