Tender For Construction Work On The Vishwanath Dwar At The Entry Point Of Bareilly City—On Pilibhit Road And The Bada Bypass.
Tender Value
2.62 Crore
Estimated cost
Bid Submission
24 Sep 2026
18 days left
EMD
5.25 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Work On The Vishwanath Dwar At The Entry Point Of Bareilly City—On Pilibhit Road And The Bada Bypass.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.D.S.R. Item No. 2.8.1 |
| 2 | Providing & laying cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. Item No. 4.1.8 |
| 3 | C.C. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)D.S.R. Item No. 4.1.3 |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumD.S.R. ITEM NO. 5.33.1.1 |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumD.S.R. ITEM NO. 5.33.2.1 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, plascing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. D.S.R. Item No. 5.22.6 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for footings/PB, rough finished surface of conc. D.S.R. Item No. 5.9.1 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for columns, pillers, piesr, abutment , post and strutsD.S.R. Item No. 5.9.6 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantileversD.S.R. Item No. 5.9.5 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roof , landings, balconies, acessess platformD.S.R. Item No. 5.9.3 |
| 11 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) D.S.R. Item No. 4.10 |
| 12 | Brick work with common burnt clay modular bricks of class designation 15 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)D.S.R. 2023 Item No. 6.2.1/Analysis |
| 13 | Brick work in SUPER STRUCTURE in 23 cm thk wall with 1:4 cement and coarse sand incl. all materials labour annd t&p etc. for proper completion of work.DSR 2023 Item No.6.4.1/Analysis |
| 14 | 12 mm thk plaster (1:4) with cement & Coarse Sand (Fair Face)D.S.R. Item No. 13.4.1 |
| 15 | 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 75x75 mm deep chase D.S.R 2021No 12.21.1 |
| 16 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. D.S.R. No.12.22.1 |
| 17 | Providing and fixing laser cut Acrylic Backlit letters (Acrylic Font) With LED backlit illumination made from approved quality cast acrylic sheet of required thickness (minimum 3–5 mm or as specified) for signage/branding work, including cutting as per approved design, polishing of edges, drilling holes, and fixing on wall surface with SS studs, spacer, adhesive or suitable fixing arrangement, complete in all respects including alignment, finishing, and cleaning as directed by Engineer-in-Charge.The rate shall include all materials, labour, tools, scaffolding, transportation, wastage, and installation complete as per approved drawing and site requirements.P.S. |
| 18 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: DSR 22.7.1(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 andapproved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.D.S.R. 22.7.1 |
| 19 | 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.110mm diameterMake : Finolex/AstralD.S.R. Item No. 12.41.2 |
| 20 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood 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.110mm Make : Finolex/AstralD.S.R. Item No. 12.43.2 |
| 21 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landings, beams and balconies (Plan area to be measured)D.S.R. Item No. 5.11.1 |
| 22 | Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge. Upto 10m. HeightD.S.R. 8.17 |
| 23 | From 10m. To 13m. HeightD.S.R. 8.17+8.19 |
| 24 | From 13m. To 16m. HeightD.S.R. 8.17+8.19+8.19 |
| 25 | From 16m. To 19m. HeightD.S.R. 8.17+8.19+8.19+8.19 |
| 26 | Extra for stone work ashlar sunk or moulded in cornicesD.S.R. 7.22 |
| 27 | Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. D.S.R. 8.22 |
| 28 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securingadjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2coarse sand), including making the necessary chases.D.S.R. 8.16 |
| 29 | Providing and fixing stone dowels 10x5x2.50 cm cut to double wedgeshape as per design in cement mortar 1:2 (1 cement : 2 coarse sand),including making the necessary chases.D.S.R. 7.26 |
| 30 | Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : White sand stoneD.S.R. 7.20.2 |
| 31 | Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : White sand stoneD.S.R. 7.12.2.2 |
| 32 | Providing and fixing Stone Haunches small size as per drawing with all complete fitting excluding dowels and anchor bolts. P.S. |
| 33 | Providing and fixing Stone Haunches Large size as per drawing with all complete fitting excluding dowels and anchor bolts. P.S. |
| 34 | Providing and fixing Decorative Stone Shikhar Large size as per drawing with all complete fitting excluding dowels and anchor bolts. P.S. |
| 35 | Providing and fixing Decorative Stone Shikhar small size as per drawing with all complete fitting excluding dowels and anchor bolts. P.S. |
| 36 | Providing and fixing Ornamentol Stone Jhallar size as per drawing with all complete fitting excluding dowels and anchor bolts. P.S. |
| 37 | Electrical WorksPOINT WIRINGWiring for light point / fan point /exhaust fan point/call bell point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc as required. (Make: Schneider/RR Kable/Northwest). D.S.R. E&M 2025 Group A 1.1.1 |
| 38 | CIRCUIT/SUBMAIN WIRINGWiring for circuit/ submain wiring alongwith earth wire including excavation & filling the same as per site requirement with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (Make: Schneider/RR Kable/Northwest). Wire Sizes2x1.5sq.mm + 1x1.5sq.mm earth wireD.S.R. E&M 2025 1.7.1 |
| 39 | 2x2.5sq.mm + 1x2.5sq.mm earth wireD.S.R. E&M 2025 1.7.2 |
| 40 | 2x4 sq.mm + 1x4 sq.mm earth wireD.S.R. E&M 2025 1.7.3 |
| 41 | P.V.C CONDUITSupplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25mmD.S.R. E&M 2025 1.21.2 |
| 42 | Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as requiredD.S.R. E&M 2025 1.29 |
| 43 | Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in FRLSont including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 ampspiano type switch, connection, painting etc. as required.D.S.R. E&M 2025 1.30 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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