Tender For Restoration Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.
Tender Value
33.86 Lakhs
Estimated cost
Bid Submission
16 Jul 2026
5 days left
EMD
67720
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Jul-2026 | EXTENSION OF DATE | Date | 16-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Pipe Work: -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) 100 mm dia. nominal bore (M) |
| 3 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (M) |
| 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (M) |
| 5 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (L) |
| 6 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 63 mm PN-9 |
| 7 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 50 mm PN-10 |
| 8 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 40 mm PN-11 |
| 9 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 32 mm PN-12 |
| 10 | 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. |
| 11 | Welding, including transportation of plant at site etc. complete.By electric plant |
| 12 | Carriage of G I Pipes from Store to Road side including cost for loading ,unloading & stacking for an av. distance of 70 KM by Mechanical Transport and including cost for loading ,unloading & stacking for an av. distance of 1000 KM by Head Load. |
| 13 | Carriage of HDPE Pipes from Store to Road side including cost for loading ,unloading & stacking for an av. distance of 70 KM by Mechanical Transport and including cost for loading ,unloading & stacking for an av. distance of 1000 KM by Head Load. |
| 14 | Civil Work: -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. |
| 15 | 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) |
| 16 | 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 work ability 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 asper design mix is content considered payable or recoverable separately.All works upto plinth level |
| 17 | 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 work ability 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 asper design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level |
| 18 | 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) |
| 19 | 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) |
| 20 | 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 with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 22 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 23 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 24 | Dumping stone excluding cost of stones. in Horizontal on level |
| 25 | Supply of Stone |
| 26 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 27 | Providing BA wire knitted wire crates with sites and lid of mesh size 100mm x 100mm of BA wire of 4mm (6 mtr x 1.5 mtr x 1.5 mtr) including binding (12 Nos) |
| 28 | 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. |
| 29 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 31 | Extra for Shuttering in Circular works |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 33 | Extra for Shuttering in Circular works |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 36 | Extra for Shuttering in Circular works |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span |
| 38 | Extra for Shuttering arches, domes, vaults exceeding 6 m span |
| 39 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 40 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 41 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 42 | 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 |
| 43 | Providing and fixing strips in joints of terrazzo/ cement concrete floors. 40 mm wide and 6 mm thick |
| 44 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 45 | 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. |
| 46 | Making 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 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 47 | Providing and incorporting during conc. GP sheet strip water seal 1.25mm nominal thick at construction joint incl. joints of ends. |
| 48 | 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) |
| 49 | White washing with lime to give an even shade on New Work (three or more coats) |
| 50 | Providing 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. 110 mm bend |
| 51 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore |
| 52 | Providing & fitting concealed Electrification of room including 4 No. LED lights , Fan points 2no. , Fuse box no. 2, 15Amp socket with switch of approved brand and 4 no. LED security lights 20watt, Main switch with complete wiring with MS brackets for pole mounting complete including service line upto length of 10m. |
| 53 | Carriage of cement from store to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 45 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 500 Mtr by Head Load |
| 54 | Carriage of Steel from store to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 45 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 500 Mtr by Head Load |
| 55 | Carriage of Sand from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 45 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 500 Mtr by Head Load |
| 56 | Carriage of Stone Aggregate from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 45 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 500 Mtr by Head Load |
| 57 | Carriage of soling stone / boulder by Mechanical transport from local nallah (to be identified by Engineer in charge) to side of work including cost for loading , unloading & stacking for an av. distance of Average 45 KM and Road side to site of work including cost for loading , unloading & stacking for an av. distance of Average 500 Mtrs. |
| 58 | Carriage of soling stone / boulder by Mechanical transport from local nallah (to be identified by Engineer in charge) to side of work including cost for loading , unloading & stacking for an av. distance of Average 14 KM and Road side to site of work including cost for loading , unloading & stacking for an av. distance of Average 200 Mtrs. |
| 59 | Carriage of Brick from Nearest Kiln to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 45 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 500 Mtr by Head Load Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysJul 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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