Tender For Construction Of Watch Tower And Fast Food Stall At Gaurang River Front At Ward No.9 Under Bilasipara Municipal Board Under 15Th Finance Commission ( 2Nd Installment Of Ubg) For The Year 2022-23 During 2023-24 ( Phase-1)
Tender Value
40.48 Lakhs
Estimated cost
Bid Submission
01 Oct 2026
15 days left
EMD
80974
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhubri → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Watch Tower And Fast Food Stall At Gaurang River Front At Ward No.9 Under Bilasipara Municipal Board Under 15Th Finance Commission ( 2Nd Installment Of Ubg) For The Year 2022-23 During 2023-24 ( Phase-1)
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Watch Tower and Fast Food Stall |
| 2 | 20.2 / 20.2.1 - Boring, providing and installation of bored cast-in-situ reinforced cement concrete piles of grade M 25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc., by percussion drilling using Direct Mud Circulation (DMC) or Bailer and chisel technique by tripod and mechanical winch machine, all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck mounted rotary/TMR/Tubewell boring machine shall not be used. 450 mm dia piles. |
| 3 | 2.8 / 2.8.1 - 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 up to 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. |
| 4 | 16.12 / 16.12.1 - Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface, with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 5 | 4.1 / 4.1.10 - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 6 | 5.22 / 5.22.6 - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | 5.22A / 5.22A.6 - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | 5.9 / 5.9.1 - Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. |
| 9 | 5.9.3 - Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. |
| 10 | 5.9.4 - Centering and shuttering including strutting, propping etc. and removal of form for shelves (cast in situ). |
| 11 | 5.9.5 - Centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 12 | 5.9.6 - Centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts |
| 13 | 5.9.7 - Centering and shuttering including strutting, propping etc. and removal of form for stairs (excluding landings), except spiral-staircases. |
| 14 | 5.1 / 5.1.2 - Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level: 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). |
| 15 | 5.2 / 5.2.2 - 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 the cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 16 | 5.3 - Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degrees, 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). |
| 17 | 6.1 / 6.1.1 - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand). |
| 18 | 2.25A - Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. |
| 19 | 4.10 - Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources). |
| 20 | 6.12 / 6.12.1 - Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:3 (1 cement : 3 coarse sand). |
| 21 | 10.14.1.1 - Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and, if required, angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B. Fixing with adjustable lugs with split end tail to each jamb. |
| 22 | 9.6 / 9.6.1 - Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer-in-charge and panelling with panels of: 12 mm thick plain grade-1, medium density flat pressed three layer particle board FPT-I or graded wood particle board FPT-I, IS: 3087 marked, bonded with BWP type synthetic resin adhesive as per IS: 848. (Butt hinges and necessary screws shall be paid separately.) |
| 23 | 21.10 - Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. |
| 24 | 11.5 - 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc., complete. |
| 25 | 11.6 / 11.6.1 - Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick. |
| 26 | 9.72 / 9.72.6 - Providing and fixing bright finished brass butt hinges with necessary screws etc., complete: 75x40x2.5 mm (ordinary type). |
| 27 | 9.92 / 9.92.1 - Providing and fixing chromium plated brass handles with necessary screws etc., complete: 125 mm. |
| 28 | 9.74 / 9.74.1 - Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc.: 250x10 mm. |
| 29 | 9.48 / 9.48.2 - 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 openings / wooden frames with rawl plugs and screws etc. |
| 30 | 10.2 - Structural steel work riveted, bolted or welded in built-up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, all complete. |
| 31 | 12.50 - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x55 mm) with EPDM seal, complete up to any pitch in horizontal / vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 32 | 12.51 / 12.51.1 - Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling / self tapping screws, complete: Ridges plain (500-600 mm). |
| 33 | 10.28 - Providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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