Tender For Permanent Restoration Of Damages Of Various Water Supply Schemes Under Sasci (Wss Tagood, Water Supply Scheme Astangam, Water Supply Scheme Nowpachi, Water Supply Scheme Yourdoo Pethgam, Water Supply Scheme Qaderna-A & Qaderna-B, Water Sup
Tender Value
32.50 Lakhs
Estimated cost
Bid Submission
06 Jul 2026
4 days left
EMD
65000
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kishtwar → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Damages Of Various Water Supply Schemes Under Sasci (Wss Tagood, Water Supply Scheme Astangam, Water Supply Scheme Nowpachi, Water Supply Scheme Yourdoo Pethgam, Water Supply Scheme Qaderna-A & Qaderna-B, Water Supply Scheme Changer, Water Supply Scheme Dherna-A & Dherna-B, Water Supply Scheme Hengerna Waithana & Water Supply Scheme Qaderna Bungam).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Jun-2026 | Corrigendum29 | Date | 06-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Carriage of HDPE Pipes from nearest store to road side of work for an average distance of 420 km by Mechanical Transport |
| 2 | Carriage of HDPE pipes from road side to site of work for an avg. distance 02 km by Head Load |
| 3 | Carriage of HDPE pipes from road side to site of work for an avg. distance 03 km by Head Load |
| 4 | Carriage of HDPE Pipes from nearest store to road side of work for an average distance of 265 km by Mechanical Transport |
| 5 | Carriage of HDPE pipes from road side to site of work for an avg. distance 10 km by Head Load |
| 6 | Carriage of HDPE pipes from road side to site of work for an avg. distance 08 km by Head Load |
| 7 | Carriage of G.I Pipes from nearest store to road side of work for an average distance of 420 km by Mechanical Transport |
| 8 | Carriage of G.I pipes from road side to site of work for an avg. distance 01 km by Head Load |
| 9 | Carriage of G.I pipes from road side to site of work for an avg. distance 02 km by Head Load |
| 10 | Carriage of G.I Pipes from nearest store to road side of work for an average distance of 265 km by Mechanical Transport |
| 11 | Carriage of G.I pipes from road side to site of work for an avg. distance 04 km by Head Load |
| 12 | Carriage of G.I pipes from road side to site of work for an avg. distance 05 km by Head Load |
| 13 | 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 |
| 14 | 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 Ordinary Rock |
| 15 | Providing and fixing HDPE Pipes complete with G.I. fittings excluding trenching and refilling etc. HDEP PIPE 110 mm |
| 16 | HDEP PIPE 90 mm |
| 17 | HDEP PIPE 75 mm |
| 18 | HDEP PIPE 63 mm |
| 19 | HDEP PIPE 50 mm |
| 20 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore |
| 21 | 50 mm dia. nominal bore |
| 22 | 40 mm dia. nominal bore |
| 23 | 32 mm dia. nominal bore |
| 24 | 25 mm dia. nominal bore |
| 25 | 20mm dia. nominal bore |
| 26 | 15 mm dia. nominal bore |
| 27 | Dismantling 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 :65mm dia |
| 28 | 50mm dia |
| 29 | 40mm dia |
| 30 | 32mm dia |
| 31 | 25mm dia |
| 32 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 65mm dia |
| 33 | 50mm dia |
| 34 | 40mm dia |
| 35 | 32mm dia |
| 36 | 25mm dia |
| 37 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 80 mm nominal bore |
| 38 | 65 mm nominal bore |
| 39 | 50 mm nominal bore |
| 40 | 40 mm nominal bore |
| 41 | 32 mm nominal bore |
| 42 | 25 mm nominal bore |
| 43 | Filling 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 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking. |
| 44 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 45 | Carriage of stone from nearest source to site of work at an avg. Distance of 01 Km By Head Load |
| 46 | Earth 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 earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 47 | Providing 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) |
| 48 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 49 | Reinforced 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) |
| 50 | Cement 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.11.3.2 40mm thick with 20 mm nominal size stone aggregate. |
| 51 | Reinforced 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 |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 54 | Suspended floors, roofs, landings, balconies and access platforms |
| 55 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 56 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 57 | Steel 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. |
| 58 | Cover L.D. Rectangular 455x610mm with frame |
| 59 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 220 Km by Mechanical Transport |
| 60 | Steel |
| 61 | Carriage of Sand from nearest source to road side of work for an avg. Disttance 20 Km by Mechanical Transport |
| 62 | Carriage of Agg. 20mm from nearest source to road side of work for an avg. Disttance 20 Km by Mechanical Transport |
| 63 | Agg. 40 mm |
| 64 | Carriage of Cement from nearest source to road side of work for an avg. Distance 02 Km by Head Load |
| 65 | Steel |
| 66 | Agg. 20mm |
| 67 | Agg. 40mm |
| 68 | Carriage of Cement from nearest source to road side of work for an avg. Distance 05 Km by Head Load |
| 69 | Steel |
| 70 | Agg. 20mm |
| 71 | Agg. 40mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 06, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysJul 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
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