Tender For The Construction Of A New Boundary Wall To Replace The Damaged And Dilapidated Boundary Of The Store Located In The Fairgrounds Along The Banks Of The Ganges On Old Gt Marg, Along With Other Miscellaneous Works.
Tender Value
1.19 Crore
Estimated cost
Bid Submission
08 Oct 2026
5 days left
EMD
7.96 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Prayagraj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For The Construction Of A New Boundary Wall To Replace The Damaged And Dilapidated Boundary Of The Store Located In The Fairgrounds Along The Banks Of The Ganges On Old Gt Marg, Along With Other Miscellaneous Works.
BOQ
| Sl. No. | Item Description |
| 1 | Boundary WallEarth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete in all respect as per direction of Engineer-in-Charge. (All kinds of soil) |
| 2 | Plain 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) complete in all respect as per direction of Engineer-in-Charge. |
| 3 | Providing and laying in position specified grade M20 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) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level complete in all respect as per direction of Engineer-in-Charge. |
| 4 | 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) complete in all respect as per direction of Engineer-in-Charge. |
| 5 | Boring ,providing and installing cast in situ single under reamed piles of 450mm diameter and length below pile cap in M-25 cement concrete,to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with betonite solution and the length of the pile to be embedded in pile cap etc. all complete.(length of pile for payment shall be measured upto bottom of the pile) complete in all respect as per direction of Engineer-in-Charge. |
| 6 | Reinforced cement concrete 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) 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 complete in all respect as per direction of Engineer-in-Charge. |
| 7 | Brick work Cement mortar 1:4 (1 cement : 4 coarse sand) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in complete in all respect as per direction of Engineer-in-Charge. |
| 8 | Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level complete in all respect as per direction of Engineer-in-Charge. |
| 9 | 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) of mix complete in all respect as per direction of Engineer-in-Charge. |
| 10 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 11 | Finishing walls with Premium Arcylic Smooth exterior paint with silicone additives or required shade: New work ( Two or more applied @ 1.43 ltr/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm complete as per specifications and direction of the Engineer-in-Charge. |
| 12 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepared the surface even and smooth complete as per specifications and direction of the Engineer-in-Charge. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work all height complete as per specifications and direction of the Engineer-in-Charge. |
| 14 | Lintels, Beams, Plinth, Beams, girders, bressumers and cantilevers complete as per specifications and direction of the Engineer-in-Charge. |
| 15 | Foundations, footings, bases of columns, etc. for massconcrete complete as per specifications and direction of the Engineer-in-Charge. |
| 16 | Columns, pillars, piers, abutments, posts and struts complete as per specifications and direction of the Engineer-in-Charge. |
| 17 | Security RoomEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, complete in all respect as per directed by Engineer-in-charge. |
| 18 | PCC 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) complete in all respect as per directed by Engineer-in-charge. |
| 19 | 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)complete in all respect as per directed by Engineer-in-charge.. |
| 20 | 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). |
| 21 | 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)complete in all respect as per directed by Engineer-in-charge. |
| 22 | 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 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 complete in all respect as per directed by Engineer-in-charge. |
| 23 | Providing and laying in position specified grade 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) of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level complete in all respect as per directed by Engineer-in-charge. |
| 24 | Brick work Cement mortar 1:4 (1 cement : 4 coarse sand) with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in complete in all respect as per directed by Engineer-in-charge. |
| 25 | Brick work Cement mortar 1:6 (1 cement : 6 coarse sand) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in complete in all respect as per directed by Engineer-in-charge. |
| 26 | Brick work Cement mortar 1:4 (1 cement : 4 coarse sand) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in complete in all respect as per directed by Engineer-in-charge. |
| 27 | Providing and laying four courses water proofing treatment with bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete in all respect as per directed by Engineer-in-charge. |
| 28 | 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. |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works complete in all respect as per directed by Engineer-in-charge. |
| 30 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 31 | Steel reinforcement for R.C.C. work (5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 107.85) including straightening, cutting, bending, placing in position and binding all complete above plinth level complete as per the direction of Engineer-In-charge |
| 32 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer (Using flats 30x6 mm for diagonal braces and central cross piece) complete as per the direction of Engineer-In-charge |
| 33 | 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) of mix complete as per the direction of Engineer-In-charge |
| 34 | 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) of mix complete as per the direction of Engineer-In-charge |
| 35 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete complete as per the direction of Engineer-In-charge |
| 36 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete complete as per the direction of Engineer-In-charge |
| 37 | Painting with synthetic enamel paint Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture of required colour to give an even shade complete as per the direction of Engineer-In-charge |
| 38 | Steel work welded in built up sections/ framed work (In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required complete in all respect as per direction of Engineer-in Charge. |
| 39 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications and Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture complete in all respect as per direction of Engineer-in Charge. |
| 40 | Security Room Electrical WorkWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated Copper conductor single core cable in surface/ recessed medium class PVC conduit, with modularswitch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required complete in all respect as per direction of Engineer-in Charge. (Group B) |
| 41 | Wiring for light/ power plug with 2X4 sq. mmFRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required complete in all respect as per direction of Engineer-in Charge. |
| 42 | Wiring for light/ power plug with 4X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 2 Nos. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required complete in all respect as per direction of Engineer-in Charge. |
| 43 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required complete in all respect as per direction of Engineer-in Charge. |
| 44 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 45 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 46 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 47 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required complete in all respect as per direction of Engineer-in Charge. |
| 48 | 5/6 A switch |
| 49 | 2 way 5/6 A switch |
| 50 | Supplying and fixing (6 way , Double door) following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB/RCCB/Isolator) complete in all respect as per direction of Engineer-in Charge. |
| 51 | Supplying, installation, Testing & Commissioning of LED surface mounted Batten light (18- 22 Watt) of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency complete in all respect as per direction of Engineer-in Charge. |
| 52 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required complete in all respect as per direction of Engineer-in Charge. |
| 53 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required complete in all respect as per direction of Engineer-in Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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