Tender For Construction Of 10000 Gallon Gsr For Habitation Heerani, Panchayat Panthan Block Thathri Chiralla Under District Capex Budget 2026-27 (Jkssr 2022)
Tender Value
8.33 Lakhs
Estimated cost
Bid Submission
03 Aug 2026
3 days left
EMD
16700
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Doda → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 10000 Gallon Gsr For Habitation Heerani, Panchayat Panthan Block Thathri Chiralla Under District Capex Budget 2026-27 (Jkssr 2022)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jul-2026 | Date extended | Date | 03-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | 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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. In ordinary Rocks |
| 3 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min 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 asdirected by Engineer-in-Charge. All kinds of soil. |
| 4 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min 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 asdirected by Engineer-in-Charge. in ordinary rocks |
| 5 | 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 : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Providing 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 workability 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.5.34.1 All works upto plinth level |
| 7 | Providing 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 workability 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.5.34.1 All works above plinth level |
| 8 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | 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) |
| 10 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforcement for rcc work including straightening, cutting , bending , placing in position nad bending all complete mild steel and mediun inside steel bars 10mm bars @ 15 cm c/c both ways |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Extra for Shuttering in circular works (20%) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 15 | Extra for Shuttering in circular works (20%) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 17 | Extra for Shuttering in circular works (20%) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults upto 6 m span |
| 19 | 12mm Cement plaster finished with a floating coat of neat cement of mix: .1 1 : 3 ( 1 cement : 3 fine sand) |
| 20 | Extra for plastering on circular work not exceeding 6m in radius: In one coat |
| 21 | Dumping and placing of stones in horizontal on level including cost of stones. |
| 22 | Providing 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 |
| 23 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 24 | cement concrete flooring 20mm thick with floating coat of cement slurry using 1:2:4 |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Hard drawn steel wire fabric |
| 26 | Providing and incorporating Galvinised steel plain sheets during concreting |
| 27 | Providing 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) |
| 28 | Providing and fixing of Plain PVC Bends (ISI) of required degree 100 mm dia |
| 29 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore for Washout with MS Plate 1.25mm thick 150x150 mm in size etc complete job. |
| 31 | Carriage of cement from source to site of work at average distance of 30 km by mechanical transport and 2000 m by HL. |
| 32 | Carriage of Steel from source to site of work at average distance of 30km by mechanical transport and 2000 m by HL. |
| 33 | Carriage of sand from source to site of work at average distance of 30km by mechanical transport and 2000 m by manual means. |
| 34 | Carriage of aggregates from source to site of work at average distance of 15 km by mechanical transport and 2000m by Manual means. |
| 35 | Carriage of 40mm aggregates from source to site of work at average distance of 15 km by mechanical transport and 2000m by Manual means. |
| 36 | Carriage of soiling stones from source to site of work for an average distance of 3 km by manual means Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 03, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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