Tender For Special Repair Of Deteriorated Beams, Columns, Water Tank Platform, External Painting, Replacement Of W.C & Bath Door Shutters, Roof Treatment Of 8 Nos T-Ii Qrtrs. At Lohardaga.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Oct 2026
6 days left
EMD
21030
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gumla → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Of Deteriorated Beams, Columns, Water Tank Platform, External Painting, Replacement Of W.C & Bath Door Shutters, Roof Treatment Of 8 Nos T-Ii Qrtrs. At Lohardaga.
BOQ
| Sl. No. | Item Description |
| 1 | SH: CEMENT CONCRETE |
| 2 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. |
| 3 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). |
| 4 | SH: RCC WORK |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Weather shade, Chajjas, corbels etc., including edges. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 14 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) |
| 15 | SH: WOOD WORK |
| 16 | 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. |
| 17 | Fixed to steel windows by welding |
| 18 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. |
| 19 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. |
| 20 | SH: STEEL WORK |
| 21 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). |
| 22 | Fixing with 15x3 mm lugs 10 cm long embedded in cement sand : 6 graded stone aggregate 20 mm nominal size) |
| 23 | 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. |
| 24 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 25 | SH: FLOORING |
| 26 | Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm 10cm long forked at end 60cm apart (minimum three lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete. |
| 27 | SH: ROOFING |
| 28 | Providing and fixing on wall face unplasticised 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. |
| 29 | 75 mm diameter |
| 30 | 110 mm diameter |
| 31 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised 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. |
| 32 | Bend 87.5° |
| 33 | 110 mm bend |
| 34 | Shoe (Plain) |
| 35 | 110 mm Shoe |
| 36 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 37 | 75 mm |
| 38 | 110 mm |
| 39 | SH: FINISHING |
| 40 | Neat cement punning |
| 41 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 42 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 44 | Two or more coats on new work. |
| 45 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 47 | One or more coats on old work |
| 48 | SH: REPAIRS TO BUILDING |
| 49 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 metres lead : |
| 50 | With cement mortar 1:4 (1cement: 4 coarse sand). |
| 51 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 52 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 53 | Providing & fixing single scaffolding system on the exterior side of building made with 50 mm dia (approx) bamboo tree 1.00 metre centre to centre horizontal & vertical for repair of projected roof maintaining it in a serviceable condition for the required duration as approved and removing it there after complete as per direction of Engineer-in-charge. |
| 54 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in-charge. |
| 55 | Orissa pattern W.C Pan of size 580x440 mm |
| 56 | SH: DISMANTLING & DEMOLISHING |
| 57 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 58 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 59 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 60 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 61 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. |
| 62 | SH: WATER SUPPLY |
| 63 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall |
| 64 | 25 mm nominal outer dia .Pipes. |
| 65 | Providing and fixing CPVC valve of approved quality. |
| 66 | 25 mm nominal bore |
| 67 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 68 | 25mm nominal bore. Weighing not less than 62 gms. |
| 69 | P/F PVC water storage tank cover of standard quality with locking arrangement as per direction and satisfaction of Engineer-in-charge. |
| 70 | SH: REPAIRS & REHABILITATION |
| 71 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. |
| 72 | 75mm average thickness |
| 73 | 50 mm average thickness |
| 74 | 25 mm average thickness |
| 75 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge |
| 76 | Bars upto 12 mm diameter |
| 77 | Bars above 12 mm diameter |
| 78 | Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge. |
| 79 | Wooven PVC cloth |
| 80 | Replacement of sufficiently damaged reinforcements or providing additional reinforcements with the damaged reinforcements by welding etc. including cost of reinforcement (TMT bar of required dia), mobilization etc. complete as per direction of Engineer-in-Charge. (work is to be executed upto 20 m heights above G.L). |
| 81 | Repairs of damaged RCC portion in beams, columns floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 82 | 75 mm average thicknes |
| 83 | 50 mm average thicknes |
| 84 | 25 mm average thicknes |
| 85 | Plastering in cement mortar 1:3 (1 cement:3 fine sand) of 6 mm thick admixed with water proofing compound of approved make such as plastocrete super or equivalent confirming to IS 9103-1999,IS 2645-1975 and ASTM C-494-86 Type A @ 0.2% by weight of cement and as per manufacturer specification complete to improve water tightness and workability without increased water content and as per direction of Engineer in Charge.(work is to be executed upto 20 m heights above G.L). |
| 86 | Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge. |
| 87 | Wooven PVC cloth |
| 88 | Easing and adjusting of steel windows by cutting and welding including replacing of M.S box hinges and rusted members such as F7D,F4B, K11 B and K12 B etc.if required. Windows should be operated smoothly i.e closing and opening with full satisfaction of Engineer-in-charge. (Note: Rate includes all materials and labours etc. and nothing extra shall be paid in this account. Work is to be executed upto 16 m heights above G.L). |
| 89 | SH: WATER PROOFING |
| 90 | Applying slurry coat of neat cement using 2.75 kg / sqm of cement admixture of water proffing compound conforming to IS :2645 and approved by the Engineer-in-Charge over the RCC slab including adjoining walls up to 300 mm height i/c cleaning the surface before treatment.(Note: Rate includes cost waterproofing materials conforming to IS:2645 such as ROFF HYPROOF/LATICRETE or equivalent 140 ml per 50 kg of cement). |
| 91 | Grading roof for water proofing treatment with |
| 92 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 93 | SH: MISCELLENOUS WORK |
| 94 | Proper & effective cleaning of sewer lines, manholes,open surface drain i/c removing, disposal of sludge up to dumping yard in the campus. |
| 95 | Cleaning of manholes of sewer line i/c removing & disposal of sludge upto dumping ground in the campus as per direction of Engineer-in-charge. |
| 96 | Cleaning of sewer lines i/c removing & disposal of sludge upto dumping ground in the campus as per direction of Engineer-in-charge. |
| 97 | Cleaning of septic tank by removing night soil, mud etc. by municipal tanker and disposal of sludge upto municipal dumping ground all complete as per direction of Engineer-in-charge. |
| 98 | Uprooting and removing all plants from the surface of the walls, parapet etc. and making good the damages with concrete (1:2:4) as per the direction of Engineer-in-charge. |
| 99 | Small plant of girth of exposed stem upto 75mm lift upto 12 metres. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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