Tender For Permanent Restoration Of Water Supply Schemes Under Sasci Of Phe Sub Division Chowki Choura (Package-I)1. Construction Of Filteration Gallery For Low Turbidity Under Water Supply Scheme Chowki2. Construction Of Collection Tank And Fabricte
Tender Value
1.37 Crore
Estimated cost
Bid Submission
08 Jul 2026
1 days left
EMD
2.74 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 Of Water Supply Schemes Under Sasci Of Phe Sub Division Chowki Choura (Package-I)1. Construction Of Filteration Gallery For Low Turbidity Under Water Supply Scheme Chowki2. Construction Of Collection Tank And Fabricted Shed Under Water Supply Scheme Chowki3. Construction Of Protection / Retaining Wall And Chain Link Fencing Around Civil Structure Under Water Supply Scheme Chowki4. Laying Of Rising Main And Minor Distribution System Under Water Supply Scheme Chowki5. Providing Installation Testing And Commissioning Of Pumping Machinery & Upgradation Of Existing Transformer
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jul-2026 | Extend | Date | 08-Jul-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 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 kind of soil |
| 3 | 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) |
| 4 | Providing and laying cement concrete in retaining walls, return walls,struts, buttresses, including attached pilasters, columns, piers, abutments,pillars, posts, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 |
| 5 | 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 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 Plinth Level |
| 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 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 |
| 7 | Reinforced cement concrete work upto Plinth level including curing but excluding cost of centering, shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | 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) |
| 9 | 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. |
| 10 | 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 |
| 11 | Extra for providing and fixing wind ties of 40 x 6mm flat iron section |
| 12 | Providing and fixing UV stabilized fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts and nuts 8mm dia. G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabilizer in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS: 10192 and IS: 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2mm thick corrugated (2.5\\" or 4.2\\" or 6\\") or step-down (2\\" or 3\\" or 6\\") as specified. |
| 13 | Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable complete. fixing accessories or self drilling fastener and EPDM washer etc. Corrugated serrated adjustable ridges |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for:columns, pillars, piers, abutments, posts and struts |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. |
| 18 | edges of slab and breaks in floors and walls under 20 cm wide |
| 19 | 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 gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. |
| 20 | Supply and placing in position of coal |
| 21 | Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm to 2 mm, in recharge pit in required thickness over the gravel layer, for all leads and lifts all complete as per direction of Engineer-in charge |
| 22 | Supplying, filling, spreading and leveling coarse sand of size range 5 mm to 10 mm, in recharge pit in required thickness over the gravel layer, for all leads and lifts all complete as per direction of Engineer-in charge |
| 23 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm nomina |
| 24 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nomina |
| 25 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nomina |
| 26 | providing and mixing water proofing material impermo or equivalent in cement concrete work @1 kg/50 kg of cement |
| 27 | Providing and fixing of Gi pipe 80mm dia (M) nominal bore for washed out/ inlet/ outlet |
| 28 | 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 |
| 29 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 30 | Providing V Screen sheet at intake chamber |
| 31 | 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 gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. |
| 32 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 33 | providing, hoisting and fixing up to floor five level precast reinforced cement concrete in reinforcement with: 5.15.1 1:12:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nor nominal size) lintels, beams and bressumers including setting in cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering and curing but excluding |
| 34 | Painting on G.S sheets with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. |
| 35 | 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 |
| 36 | Providing and fixing GI pipes for washout/ inlet/outlet 100mm dia (M) |
| 37 | C.G.I. SHEETS ROOFINGProviding corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.25 mm thick with zinc coating not less than 350 gram/m2 |
| 38 | 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) |
| 39 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 40 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work80mm dia(M) |
| 41 | 20mm dia |
| 42 | 15mm dia |
| 43 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m. |
| 44 | 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) |
| 45 | Welding, including transportation of plant at site etc. complete By electric plant |
| 46 | Carriage of sand from source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 30km by MT |
| 47 | Carriage of sand from stacking place (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 100mtr by H.L |
| 48 | Carriage of stone aggregate below 40mm from Source (to be identified by engineer in charge) to site of work(to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 30km by MT |
| 49 | Carriage of stone aggregate below 40mm from Stacking place (to be identified by engineer in charge) to site of work(to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 100m by HL |
| 50 | Carriage of Aggregate above 40 mm N. size from source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 30km |
| 51 | Carriage of Aggregate above 40 mm N. size from source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 100m by HL |
| 52 | Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and organic matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0-5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of MT 320 Km |
| 53 | Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and organic matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0-5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of H/L 100 m |
| 54 | Carriage of graded stone agg. (Filter Media) of size 1.0-1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from stacking place (to be identified by engineer in charge) to site of work (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by mechanical transport 30 Km |
| 55 | Carriage of graded stone agg. (Filter Media) of size 1.0-1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from Stacking place (to be identified by engineer in charge) to site of work (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by mechanical transport H/L 100 m |
| 56 | Carriage of indigenous anthracite coal by manual means for an av. distance of Average 100 mtr by HL from stacking place to site of work |
| 57 | PITC of 5000 GPH X250mtr 2No. HC Pump set units for Pumping Station Kaller. |
| 58 | PITC of of 5000 GPH X 100 mtr head Mono-Submersible pumpset (2 No.) at New Collection Tank –Kaller |
| 59 | PITC of 25 KVA voltage stabilizer for new Collection Tank – Kaller |
| 60 | PITC of of 150 KVA voltage stabilizer for Pumping Station-Kaller |
| 61 | PITC of of L T Control Pannel of 40-60 HP for HC pumps compatible with motors coupled with HC pump Sets. |
| 62 | Upgradation of existing transformer 100 K V A to 150 k V A TransformerP/Stn./T/well – Kaller 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 08, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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