Tender For Name Of Work : Construction Of 01 No. Of Collection Tank, 01 No. Of 5000 Glns Gsr And Providing And Laying Of G.I Pipe Line From Spring Source Shrew To Upper Kashir At Hutt Pyt. Hutt Block Bhoond Under District Capex (Pri Grants)
Tender Value
5 Lakhs
Estimated cost
Bid Submission
16 Jul 2026
2 days left
EMD
10000
Bank guarantee accepted
Document Fee
200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Name Of Work : Construction Of 01 No. Of Collection Tank, 01 No. Of 5000 Glns Gsr And Providing And Laying Of G.I Pipe Line From Spring Source Shrew To Upper Kashir At Hutt Pyt. Hutt Block Bhoond Under District Capex (Pri Grants)
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations 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. |
| 4 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40 mm nominal bore |
| 5 | Making 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 |
| 6 | Carriage of G.I pipes average 300 m by Head Load |
| 7 | 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 |
| 8 | Providing 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) |
| 9 | Providing 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) |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost 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 All works upto plinth level |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost 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 All works above plinth level upto floor V level |
| 12 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 13 | Reinforced 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 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Reinforced 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 |
| 15 | 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 16 | Extra for plastering on circular work not exceeding 6m in radius In one coat |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete Cold twisted bars |
| 18 | Providing and fixing C.I manhole cover Rectangular 455x610mm with frame |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 20 | Extra for shuttering in circular work |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 22 | Extra for shuttering in circular work |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms |
| 24 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 26 | Extra for shuttering in circular work |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults upto 6 m span |
| 28 | Cement 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. |
| 29 | Providing, Laying and Fitting G.I pipe 65 mm dia for washout/distribution |
| 30 | Providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers |
| 31 | Providing and fixing G.P sheet (During concreting strings water seal 1.25 mm nominal thick at construction joints including ends so as to form a continues barrice strips area excluding laps to be measured) |
| 32 | Providing and fixing G.I bends 80 mm dia with M.S plate including cutting and welding etc with distribution/washout |
| 33 | Providing and fixing of A.C plain bends with accessdor of size 80 mm dia |
| 34 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 35 | Carriage of sand average 50 Km by mechanical transport in all terrains including cost of loading, unloading and stacking & 1000 m by Head Load |
| 36 | Carriage of stone aggregates below 20 mm average 50 Km by mechanical transport in all terrains including cost of loading, unloading and stacking & 1000 m by Head Load |
| 37 | Carriage of stone aggregates above 40 mm average 50 Km by mechanical transport in all terrains including cost of loading, unloading and stacking & 1000 m by Head Load |
| 38 | Carriage of sand and bajri average 10 Km by mechanical transport in all terrains including cost of loading, unloading and stacking & 300 m by Head Load |
| 39 | Carriage of cement average 10 Km by mechanical transport in all terrains including cost of loading, unloading and stacking & 300 m by Head Load Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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