Tender For Permanent Restoration Works Damages Occurred During The Month Of August & Sepetember 2025 W.R.T. Varous Water Supply Schemes Of Sub-Division Kandi-Ii (Jandrah, Badsoo, Panjgrain, Marh & Jagti) Part-2 Under (Sasci 2026-27)1. Construction Of
Tender Value
87.02 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
6 days left
EMD
1.74 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Works Damages Occurred During The Month Of August & Sepetember 2025 W.R.T. Varous Water Supply Schemes Of Sub-Division Kandi-Ii (Jandrah, Badsoo, Panjgrain, Marh & Jagti) Part-2 Under (Sasci 2026-27)1. Construction Of 10,000 Glns Collection Tank At Puni Jandrah.2. Construction Of Pump Room Building At Jandrah Under Water Supply Scheme Jandrah.3. Construction Of 20,000 Glns Sump Tank At Puni Jandrah.4. Construction Of 30,000 Glns Gsr At Jandrah Under Water Supply Scheme Jandrah.5. Construction Of Boundary/Compound Wall At Jandrah Under Water Supply Scheme Jandrah.6. Construction Of Protection Wall At Puni Jandrah Under Water Supply Scheme Jandrah Under Jjm.7. Providing, Laying And Fitting Of Gi Pipe At Karal Charangal Under Water Supply Scheme Karal Charangal.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. |
| 2 | 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, cesspitsand the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil: |
| 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, cesspitsand the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms lift upto1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: Ordinary Rock |
| 4 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. Ordinary rock |
| 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:4 coarse sand:8 graded stone aggregate 40 mm nominal size) |
| 6 | 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 (1cement:3coarse sand:6graded stone aggregate 40mm nominal size) |
| 7 | Providing and laying damp-proof Course 50mm thick with cement concrete1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and curing complete |
| 8 | 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 (1cement:1½ coarse sand:3 graded stone aggregate 20mm nominal size) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 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 (1cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) |
| 11 | 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-in-charge. 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 |
| 12 | 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-in-charge. 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 |
| 13 | Extra for providing richer mixes at all floor levels. Note:-Excess/less cement over the specified cement content used is payable/recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. |
| 14 | 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(1cement:1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 15 | 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(1cement: 1½ coarses and: 3 graded stone aggregate 20 mm nominal size) |
| 16 | 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) |
| 17 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 18 | Brick work with common burnt clay (non-modular )bricks of class designation7.5in foundation and plinth including curing in : Cement mortar1:6(1cement:6coarsesand) |
| 19 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 20 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in: Cement mortar1:4 (1cement:4coarsesand) |
| 21 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 22 | Structural 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 with MS Grills |
| 23 | Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 25 | Extra for shuttering in circular works (20%) |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for Chimney and shafts |
| 28 | Centering and shuttering including strutting, propping etc.and removal of form for: Lintel, beams, plinth beams,girders, bressumers and cantilevers. |
| 29 | Extra for shuttering in circular works (20%) |
| 30 | Centering and shuttering including strutting, propping etc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: Weather shades, chajjas, corbels etc. including edges. |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form work for: Arches ,domes, vaults upto 6m span |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for arches, domes, vaults exceeding 6m span |
| 35 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 36 | Providing and fixing of GP Sheet Plain 1mm thick for joint of life |
| 37 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 38 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 40 mm thick with 20mm nominal size stone aggregate. |
| 39 | Providing and fixing strips in joints of terrazzo/cement concrete floors. Glass strips 40mm wide and 4mm thick |
| 40 | Cement plaster1:3 (1cement:3coarse sand) finished with a floating coat of neat cement. 12mm cement plaster |
| 41 | CEMENTPLASTER (INCOARSE SAND) 12mm Cement plaster of mix: (1 cement:4 coarse sand) |
| 42 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand) |
| 43 | 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. Ingratings, frames, guardbar, ladder, railings, brackets, gate sand similar works. |
| 44 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase. |
| 45 | Making khurras 45x45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size)overP.V.C.sheet1 m x1 m x 400 micron,finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement,rounding the edges and making and finishing the outlet complete. |
| 46 | Providing and fixing on wall face 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. (i) Single socketed pipes 110 mm diametre |
| 47 | Supplying and fixing C.I. cover without frame for manholes: 455x610mm rectangular C.I. cover and ladder (light duty) the weight of the cover to be not less than 23Kg. |
| 48 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 80mm dia (Medium) |
| 49 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore with MS plate |
| 50 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore with MS plate |
| 51 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 52 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, al lnecessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces |
| 53 | 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: 1:1½:3 (1 cement: 1½coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 54 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 55 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84Kg/10Sqm) |
| 56 | Distempering with dry distemper of approved brand and manufacture (two or more coats)and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 57 | Applying priming coat : With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 58 | Making plinth protection 50mm thic kof cement concrete 1:3:6 (1 cement: 3coarses and: 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 fines and including finishing the top smooth and curing complete |
| 59 | 10cm thick (average) mud phaska of damped brick earth on roofs laid toslope consolidated and plastered with25 mm thick mud mortar mixed with bhusa at 35Kg per Cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with specified tile bricks grouted withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. With common burnt clay (non modular)brick tiles of class designation10.0 |
| 60 | Providing and fitting concealed internal Electrification of room including 4 Nos LED lights, Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. |
| 61 | Providing and fixing Toilet fittings complete such as water closet, wash Basin, Tabs, floor tile/wall tiles WPC pipe complete as per the direction of Engineer in charge (to be paid as per actual measurment at site on SSR 2022) |
| 62 | Construction of septic tank and soakage pit complete such as earth work, brick work, plaster, Slab, PVC Pipes and manhole complete as per the direction of Engineer in charge (to be paid as per actual measurment at site on SSR 2022) |
| 63 | Clearance of Slip in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50m and lift upto1.5m in Jib Jandrah |
| 64 | Carriage of sand/Stone from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 12 km by MT & 500Mtr By H/load |
| 65 | Carriage of stone aggregate (Crushed) 20 mm nominal size from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 12 km by MT & 500Mtr by H/load |
| 66 | Carriage of stone aggregate (Crushed) 40 mm nominal size and above from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 12 km by MT & 500Mtr by H/load |
| 67 | Carriage of sand from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 1000Mtr By H/load |
| 68 | Carriage of stone aggregate (Crushed) 20 mm nominal size from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 1000Mtr by H/load |
| 69 | Carriage of stone aggregate (Crushed) 40 mm nominal size and above from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 1000Mtr by H/load |
| 70 | Carriage of Bricks from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 35 km by MT & 500Mtr by H/load |
| 71 | Carriage of Tiles from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 35 km by MT & 500Mtr by H/load |
| 72 | Carriage of Pipes from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 1000Mtr by H/load (GI Pipe) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 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