Tender For Permanent Restoration Work For Damaged Due To Floods During August / Sepetember 2025 W.R.T Various Water Supply Schemes In Sub Divn. Kandi-Iii Under (Sasci 2026-27)1. Stone Pitching At Intake Well Under Water Supply Scheme Lower Kathar2. P
Tender Value
85.96 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
1 days left
EMD
1.71 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
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Work For Damaged Due To Floods During August / Sepetember 2025 W.R.T Various Water Supply Schemes In Sub Divn. Kandi-Iii Under (Sasci 2026-27)1. Stone Pitching At Intake Well Under Water Supply Scheme Lower Kathar2. Protection To Pump Room Building At Lower Kathar (Crate Work)3. Structural Steel Stair At Nadda & Manwal4. R To Intake Well At Kishanpur Under Water Supply Scheme Upper Kathar5. Protection To Filtrationplant At Pounthal (Crate Work)6. Protection To Filtrationplant At Upper Kathar (Crate Work7. Repairing To 10000 Glns Gsr At Maneh Under Wssupper Kathar8. Repairing To 30000 Glns Oht At Manwal Under Water Supply Scheme Upper Kathar)9. Protection Work At Filtrationplant Kangrail & Kishanpur Manwal10. R To Intake Well At Kishanpur Under Water Supply Scheme Upper Kathar11. Restoration Of R/Main & Distribution Line Of Water Supply Scheme Dub-Chilla12. Construction Of 10000 Glns Sump Tank / Gsr Incl. Valve Pit & Drain At Chilla (Dub-Chilla)13. Repairing Of 10000 Glns Gsr At Chilla (Dub-Chilla)14. Protection To Filtrationplant At Dub-Chilla (Crate Work)15. Restoration Of R/Main & Distribution Line Of Water Supply Scheme Suriansar16. Restoration Of R/Main & Distribution Line Of Water Supply Scheme Barga Taryar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Jul-2026 | clarification regarding EMD fee | Other | 15-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead |
| 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 andrammingofbottoms liftupto 1.5m, including getting out excavated earth and disposal of surplus excavatedearthas directed |
| 3 | 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 upto1.5m, as directed by Engineer-in-Charge All kinds of soil: |
| 4 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50meters and lift upto 1.5 m,as directed by Engineer-in-Charge. |
| 5 | Excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead upto 50 m and lift upto 1.5 m, disposed material to be neatly dressed |
| 6 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All Kind of soils |
| 8 | 2nd Lift - 3.00 to 4.50 Mtr |
| 9 | 3rd Lift 4.50 to 6.00 Mtr |
| 10 | 4th Lift 6.00 to 7.00 Mtr |
| 11 | Supply of Wire Mesh Crate including carriage from nearest soource of site |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of Centering & Shuttering (All work upto Plinth Level with 1:4:8 (1 Cement : 4 Sand : 8 Graded stone agg) upto 40 mm |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of Centering & Shuttering (All work upto Plinth Level with 1:3:6 (1 Cement : 3 Sand : 6 Graded stone agg) upto 20 mm |
| 14 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of Centering & Shuttering (All work upto Plinth Level with 1:2:4 (1 Cement : 2 Sand : 4 Graded stone agg) upto 40 mm |
| 15 | 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 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 |
| 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 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 floor V Level |
| 17 | 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) |
| 18 | Reinforced cement concrete work in arches, arch ribs, 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:1½coarsesand:3gradedstoneaggregate20mmnominalsize) |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 20 | Providing & Fixing of G I Mesh (24 Gauge) |
| 21 | Centring and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 22 | Centring and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 23 | Extra for Circular Work |
| 24 | Centering and shuttering including strutting, proppingetc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 25 | Centering and shuttering including strutting, proppingetc.and removal of form for: Edge of Slab Break in floor & Walls |
| 26 | Centering and shuttering including strutting, proppingetc.and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 27 | Centering and shuttering including strutting, proppingetc.and removal of form for: Arches, Domes, Vaults upto 6 Mtr Span |
| 28 | Extrafor arches, domes, vaults exceeding 6mspan |
| 29 | Brick work with common burnt clay F.P.S. (non-modualar) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement :6 coarse sand) |
| 30 | Extra for Brick Work with common burnt clay bricks / cement concrete bicks in super-sturcture above plinth level upto floor five level |
| 31 | 12 mm thick Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) . |
| 32 | Extra For Circular Work |
| 33 | Finishing walls with water proofing cement paint of required shade on Newwork( two or more coats applied @3.84kg /10sqm) |
| 34 | 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 40mmnominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 35 | 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.1.3.3 50 mm thick with 20mm nominal size stone aggregate. |
| 36 | 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 20 mm nominal size stone agg. |
| 37 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapprovedsteelprimerallcomplete. |
| 38 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mmangle iron and 3mm M.S. gusset plates at the junctions and corners, allnecessary fittings complete, including applying a priming coat of approvedsteelprimer. Using M.S.angles 40x40x6 mm for diagonal braces |
| 39 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mmangle iron and 3mm M.S. gusset plates at the junctions and corners, allnecessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30 x 6mm for diagonal braces and central cross piece |
| 40 | Providing & Fixing G P Sheet Strip Water seal 1.25 mm nominal thick at construction joints incl. Jointing of ends so as to form a continuous barrier stripe area |
| 41 | Providing & Fixing Plain PVC Bend (ISI) of required degree 110 mm dia (LMR) |
| 42 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/bymechanicalmeansincludingstackingofpipeswithin50 meters leadas per direction of Engineer-in-charge: 50 mm to 100 mm nominal bore |
| 43 | Laying and fitting of G.I.pipes (all classes) complete excluding cost of pipes, fittings and Earthwork, refilling. 80mm dia G.I. pipes |
| 44 | Providing, Laying and fitting of G.I.pipes (all classes)complete Including cost of pipes, fittings but excluding Earthwork. 100 mm (M) |
| 45 | Providing, Laying and fitting of G.I.pipes (all classes)complete Including cost of pipes, fittings but excluding Earthwork. 80 mm (L) |
| 46 | Providing, Laying and fitting of G.I.pipes (all classes)complete Including cost of pipes, fittings but excluding Earthwork. 65 mm (L) |
| 47 | Providing, Laying and fitting of HDPE Pipe complete Including cost of pipes, fittings but excluding Earthwork. 75 mm |
| 48 | Providing, Laying and fitting of HDPE Pipe complete Including cost of pipes, fittings but excluding Earthwork. 63 mm |
| 49 | Providing and fixing of 100 mm dia C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Class - II |
| 50 | Providing and fixing of 80 mm dia C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Class - II |
| 51 | Providing and fixing gun metal non-return valve of approved quality (screwedend) 150mm nominal bore |
| 52 | Providing and fixing gun metal non-return valve of approved quality (screwedend) 100mm nominal bore |
| 53 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 100 mm Nominal Bore |
| 54 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm Nominal Bore |
| 55 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 65 mm Nominal Bore |
| 56 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm Nominal Bore |
| 57 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40 mm Nominal Bore |
| 58 | 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 |
| 59 | Welding of Joints by electric arc, welding incl. testing & commissioning of joints |
| 60 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50m and lift upto1.5m. |
| 61 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 62 | Dumping Of Stones Excluding the cost of stone (in Horizontal Level) |
| 63 | Supply of Soling Stones |
| 64 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah stone |
| 65 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing. |
| 66 | Carriage of stones average 9 km by mechnaical transport from source to site of work |
| 67 | Carriage of Sand and Bazri from nearest source of supply to the site of work below 40mm by M/T 20 km |
| 68 | Carriage of Sand and Bazri from nearest source of supply to the site of work above 40mm by M/T 20 km |
| 69 | Carriage of Sand and Bazri from nearest source of supply to the site of work below 40mm 10 Km by M/T & 500 Mtr H/Load |
| 70 | Carriage of Sand and Bazri from nearest source of supply to the site of work above 40mm 10 Km by M/T & 500 Mtr H/Load |
| 71 | Carriage of bricks from nearest source of supply to the site of work 30 km by Mechanical Means & 500 Mtr by H/Load |
| 72 | Carriage of boulders average 10 km by Mechanical means Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 15, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayTender Documents
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