Tender For Improvement And Augmentation Of Water Supply Scheme Upper Thather Under (Sasci 2026-27) 1. Construction Of 50000 Glns Gsr And Sumptank (2 Nos.)2. Construction Of Pump Room Building.3. Construction Of Boundary Wall At Two Spots.4. Providing
Tender Value
4.05 Crore
Estimated cost
Bid Submission
15 Jul 2026
2 days left
EMD
8.10 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 Improvement And Augmentation Of Water Supply Scheme Upper Thather Under (Sasci 2026-27) 1. Construction Of 50000 Glns Gsr And Sumptank (2 Nos.)2. Construction Of Pump Room Building.3. Construction Of Boundary Wall At Two Spots.4. Providing And Laying Of 150Mm D.I Pipe As Rising Main.5. Providing And Laying Of Distt. System.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jul-2026 | clarification for time of completion | Other | 10-Jul-2026 |
| 2 | 04-Jul-2026 | clarification for time of completion | Other | 15-Jul-2026 |
| 3 | 11-Jul-2026 | Date Extend | Date | 15-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: 15.43.1 Water bound macadam road. |
| 2 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: 15.43.2 Bituminous road. |
| 3 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy. 16.44.1 For 50 mm compacted thickness using coarse aggregate of size 50-20mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG-10 @ 50 kg/10sqm |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50metres: All kinds of soil: |
| 5 | 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: |
| 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: 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) |
| 7 | 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) |
| 8 | 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) |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work above plinth level with: 1:3:6 (1cement:3coarse sand:6graded stone aggregate 40mm 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 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 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. recommended proportions as per IS:9103 to accelerate,retard setting ofconcrete,improve All works upto plinth level |
| 11 | Reinforced cement concrete work in well-steining including curing but excluding the cost of centering, shuttering, finishing and reinforcement, with 5.7.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Providingandlaying cement concrete in retaining walls,returnwalls,walls(anythickness) including attached pilasters, columns, piers, abutments, pillars,posts,struts, buttresses, string or lacingc ourses,parapets,coping,bedblocks, anchors blocks, plain window sills, fillet set cup to floor V level, including curing but excluding the cost of centring,shuttering and finishing with. 1:1½:3(1cement:1½coarses and:3graded stone aggregate 20mm nominal size) |
| 13 | 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 perapproveddesignmix, including pumping of concrete to site of laying butexcluding thecostofcentering,shuttering,finishingandreinforcement,includingadmixturesin workability 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.recommended proportions as per IS:9103 to accelerate,retard setting ofconcrete,improve All works ABOVE plinth level upto floor V level |
| 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 spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm 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: 5.5.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | 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 : 15.44.1 15 mm to 40 mm nominal bore. |
| 17 | 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 : 15.44.2 Above 40 mm nominal bore. |
| 18 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 K7 |
| 19 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket |
| 20 | ProvidingandlayingS&SC.I.Standardspecialssuchastees,bends,collarstapersand capsetc,suitableforflangedjointingasperIS:1538 |
| 21 | Providing and fixing HDPE pipes complete with HDPE fitting excluding trenches and re-filling etc (external work) 50mm dia |
| 22 | Providing and fixing HDPE pipes complete with HDPE fitting excluding trenches and re-filling etc (external work) 63mm dia |
| 23 | Providing and fixing HDPE pipes complete with HDPE fitting excluding trenches and re-filling etc (external work) 75mm dia |
| 24 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore |
| 25 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore |
| 26 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 32mm dia. nominal bore |
| 27 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia. nominal bore |
| 28 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore |
| 29 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 80 mm dia. nominal bore |
| 30 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 65 mm dia. nominal bore |
| 31 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 50 mm dia. nominal bore |
| 32 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 40 mm dia. nominal bore |
| 33 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 32 mm dia. nominal bore |
| 34 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 35 | 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 |
| 36 | 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 50 to 80 mm nominal bore |
| 37 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150mm |
| 38 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100mm |
| 39 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 80mm |
| 40 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 65mm |
| 41 | Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 meters. 15.53.1 Upto 150 mm diameter |
| 42 | Providing and fixing cast iron Non return Valve 1083 A 150mm |
| 43 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 80mm dia |
| 44 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 65mm dia |
| 45 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 50mm dia |
| 46 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 40mm dia |
| 47 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 32mm dia |
| 48 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 25mm dia |
| 49 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 20mm dia |
| 50 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 51 | Brick work with common burnt clay (non-modular )bricks of class designation7.5in foundation and plinth including curing in : Cement mortar1:6(1cement:6coarsesand) |
| 52 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 53 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. |
| 54 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. |
| 55 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge |
| 56 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 57 | Extra for shuttering in circular works (20%) |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.2 Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 59 | Extra for shuttering in circular works (20%) |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 61 | Extra for shuttering in circular works (20%) |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form work for: Arches ,domes, vaults upto 6m span |
| 63 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for arches, domes, vaults exceeding 6m span |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Below G/L |
| 65 | Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, pillars, piers, abutments, posts and struts. |
| 66 | Edges of slabs and breaks in floors and walls |
| 67 | 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. 40mm thick with 20 mm nominal size stone aggregate. |
| 68 | 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) |
| 69 | 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. |
| 70 | Supply and incorporating of GP sheet 1.25mm thick at construction joint during concrete work |
| 71 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 72 | 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. |
| 73 | Cement plaster1:3 (1cement:3coarse sand) finished with a floating coat of neat cement. 12mm cement plaster |
| 74 | CEMENTPLASTER (INCOARSE SAND) 12mm Cement plaster of mix: (1cement:4coarsesand) |
| 75 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:6(1cement:4finesand) |
| 76 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 77 | 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 |
| 78 | 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 |
| 79 | Providing and fixing strips in joints of terrazzo/ cement concrete floors. 11.16.1 Glass strips 11.16.1.1 40 mm wide and 4 mm thick |
| 80 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately) |
| 81 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : 9.28.1 Second class teak woo |
| 82 | Applying priming coat: 13.58.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 83 | With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat) |
| 84 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 85 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm) |
| 86 | White washing with lime to give an even shade on New Work (three or more coats) |
| 87 | Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 9.102.1 125 mm |
| 88 | Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :9.99.5 100x10 mm |
| 89 | 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 12.58.1 75 mm diametre |
| 90 | Providing and fixing on wall face un-plasticized-PVC moulded fittings/ accessories for unplasticized Rigid PVC rain water pipes conforming to IS:13592 TypeA including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 75 mm bend |
| 91 | Providing and fixing un-plasticised -PVC pipe clips of approved design toun-plasticised - PVC rain water pipes by means of 50x50x50 mm hardwood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarses and) and making good the wall etc. complete. pvc pipe clips 75mm |
| 92 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colou r& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 16.93.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern |
| 93 | 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. |
| 94 | 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 |
| 95 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 96 | 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. As per direction of Engineer in charge (to be paid as per actual voucher attached) |
| 97 | 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. |
| 98 | 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 15 km by MT |
| 99 | 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 15km by MT |
| 100 | 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 10 km by MT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 10, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 15, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 days
Jul 15, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysTender Documents
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