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. Restoration Of Rising Main & Distribution Line Of Water Supply Scheme Pa
Tender Value
1.14 Crore
Estimated cost
Bid Submission
14 Jul 2026
5 days left
EMD
2.29 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 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. Restoration Of Rising Main & Distribution Line Of Water Supply Scheme Pargalta2. Repairing To 20000 Glns Gsr At Pargalta3. Construction Of Pump Room Building At Lower Pargalta4. Repairing To 20000 Glns Sump Tank/Gsr Incl Valve Pitand Drain At Sandori5. Protection To Kupper Dug-Well Malhori Dugwell And P/Station Lower Pargalta (Crate Work)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jul-2026 | clarification for time of completion | Other | 08-Jul-2026 |
| 2 | 04-Jul-2026 | clarification for time of completion | Other | 14-Jul-2026 |
| 3 | 09-Jul-2026 | Date Extend | Date | 14-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 | Supply of Wire Mesh Crate including carriage from nearest soource of site |
| 6 | 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 |
| 7 | 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 |
| 8 | 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 |
| 9 | Providing and laying in Damp Proof Course (DPC) 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 20 mm |
| 10 | 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 |
| 11 | 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) |
| 12 | 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) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 14 | Providing & Fixing of G I Mesh (24 Gauge) |
| 15 | Centring and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 16 | Extra for Circular Work |
| 17 | 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. |
| 18 | Extra for Circular Work |
| 19 | Centering and shuttering including strutting, proppingetc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 20 | Centering and shuttering including strutting, proppingetc.and removal of form for: Edge of Slab Break in floor & Walls |
| 21 | Centering and shuttering including strutting, proppingetc.and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 22 | Centering and shuttering including strutting, proppingetc.and removal of form for: Arches, Domes, Vaults upto 6 Mtr Span |
| 23 | Extrafor arches, domes, vaults exceeding 6mspan |
| 24 | 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) |
| 25 | Extra for Brick Work with common burnt clay bricks / cement concrete bicks in super-sturcture above plinth level upto floor five level |
| 26 | 15mm thick Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) . |
| 27 | 12 mm thick Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) . |
| 28 | Extra For Circular Work |
| 29 | Finishing walls with water proofing cement paint of required shade on Newwork( two or more coats applied @3.84kg /10sqm) |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or More coat |
| 31 | 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 |
| 32 | 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. |
| 33 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapprovedsteelprimerallcomplete. |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 37 | Providing & Fixing Plain PVC Bend (ISI) of required degree 110 mm dia (LMR) |
| 38 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanical means including stacking of pipes with in 50 meters leadas per direction of Engineer-in-charge: 50 mm to 100 mm nominal bore |
| 39 | Laying and fitting of G.I.pipes (all classes) complete excluding cost of pipes, fittings and Earthwork, refilling. 80mm dia G.I. pipes |
| 40 | Providing, Laying and fitting of G.I.pipes (all classes)complete Including cost of pipes, fittings but excluding Earthwork. 100 mm (M) |
| 41 | Providing, Laying and fitting of G.I.pipes (all classes)complete Including cost of pipes, fittings but excluding Earthwork. 80 mm (M) |
| 42 | Providing, Laying and fitting of G.I.pipes (all classes)complete Including cost of pipes, fittings but excluding Earthwork. 80 mm (L) |
| 43 | Providing, Laying and fitting of HDPE Pipe complete Including cost of pipes, fittings but excluding Earthwork. 75 mm |
| 44 | Providing, Laying and fitting of HDPE Pipe complete Including cost of pipes, fittings but excluding Earthwork. 63 mm |
| 45 | 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 |
| 46 | 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 |
| 47 | Providing and fixing gun metal non-return valve of approved quality (screwedend) 100mm nominal bore |
| 48 | Providing and fixing gun metal non-return valve of approved quality (screwedend) 80mm nominal bore |
| 49 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 100 mm Nominal Bore |
| 50 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm Nominal Bore |
| 51 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 65 mm Nominal Bore |
| 52 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm Nominal Bore |
| 53 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40 mm Nominal Bore |
| 54 | 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 |
| 55 | Welding of Joints by electric arc, welding incl. testing & commissioning of joints |
| 56 | 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. |
| 57 | 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 |
| 58 | 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 75x75mmdeepchase |
| 59 | 10cm thick (average) mud phaska of damped brick earth on roofs laid toslope consolidatedandplasteredwith25 mm thick mud mortar mixedwith bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay: 1 cow dung) and covered with specified tile bricks grouted with cement 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 (nonmodular) brick tiles of class designation |
| 60 | Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brickhoney comb shaft with common burnt clay (non modular) bricks of classdesignation7.5bricksandS.W.drainpipe100mmdiameter,1.8mlongcompleteas perstandarddesign. |
| 61 | Providing and fixing water closet with allied accessories, wash basin (Indian Style) incl. Sanitary accessories in bath room with floor and wall tile complete job |
| 62 | Providing & Fitting concealed Internal Electrification of room including 4 No LED Lights, Fan Point - 2 No Fuse Box 1 No 15 Amp Sockets with switch5 amp, 2 No sockets with switch of approved brand and 4 No LED Security Light 30 Watts Main Switch with complete wiring, with M S Bracket for pole mounting complete incl. service line upto length of 15 Mtr at Suriansar Guest House (As per the direction of Engineer-Incharge) To Be paid as per Actual Voucher |
| 63 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 64 | Dumping Of Stones Excluding the cost of stone (in Horizontal Level) |
| 65 | Supply of Soling Stones |
| 66 | Carriage of Sand and Bazri from nearest source of supply to the site of work below 40mm by M/T 20 km |
| 67 | Carriage of Sand and Bazri from nearest source of supply to the site of work upto 40mm by M/T 20 km |
| 68 | Carriage of Sand and Bazri from nearest source of supply to the site of work upto 20mm 10 Km by M/T & 500 Mtr H/Load |
| 69 | Carriage of bricks from nearest source of supply to the site of work 45 km by Mechanical Means |
| 70 | Carriage of boulders average 20 km by Mechanical means |
| 71 | Carriage of boulders average 10 km by Mechanical means 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.
Completed
Jul 14, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 days
Jul 14, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysTender Documents
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