Construction of Sakrahi Padma Ata Community Hall at Ward No.4 Narayanpur

Narayanpur Municipal Board · Narayanpur, Assam · Civil Works & Infrastructure · open

Key facts

Tender value: ₹31.7L
EMD: ₹63K
Published: 02 Nov 2026
Closing date: 18 Nov 2026
Status: open
Status as of: 08 Nov 2026 02:47 UTC
Ministry: Government of Assam
Department: Urban Development Department
Office: Office of the Executive Officer, Narayanpur Municipal Board

Description

Construction of a community hall at Ward No. 4, Narayanpur, under the 1st Installment of the Untied Basic Grant of the 15th Finance Commission for 2025-26. Estimated work value is Rs. 31,70,424, with a completion period of 6 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Bank-certified evidence of credit facilities
Documents required: Evidence of access to or availability of credit facilities certified by the bankers, Power of attorney, Latest income tax-clearance certificate, Documents defining the constitution of legal status, place of registration, and principal place of business, Total monetary value of construction work performed for each of the last five years, Details of major construction equipment proposed for the contract, Qualifications and experience of proposed key site management and technical personnel, Profit and loss statements and auditor’s report for the past three years, Evidence of access to lines of credit and availability of other financial resources, certified by the bankers, Undertaking to invest a minimum cash amount up to 25% of the contract value during implementation, Authority to seek references from the bidder’s bankers, Information regarding litigation, current or during the last three years, Proposed methodology and programme of construction, including equipment planning, deployment and quality control procedures, Mandatory Site Visit Certificate with verification from the concerned officer, Certificate of satisfactory completion of similar work, Valid supporting documents for reserved-category EMD concession, if applicable

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Commercial terms

Bid type: Item Rate
Evaluation: Item Rate
Make in India (MII): No
MSE preference: No

Line items (20)

2.8: 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. 2.8.1 All kinds of soil. — Qty: 61.81 Cum.
16.12: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 — Qty: 63.75 Sqm
4.1: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 3.19 Cum.
5.22: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level 5.22.1 Mild steel and Medium Tensile steel bars — Qty: 6073.8 Kg
5.9: Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete — Qty: 238.75 Sqm
5.9: Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 311.97 Sqm
5.1: 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 : 5.1.3 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) — Qty: 33.35 Cum.
5.2: 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 cost of centering, shuttering, finishing and reinforcement : 5.2.2 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) — Qty: 22.36 Cum.
6.1 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 8.4 Cum.
6.13: Half brick masonry 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 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) — Qty: 56.44 Sqm
2.25: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. — Qty: 150.3 Cum.
10.16 :Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes — Qty: 4178.02 Kg
12.1: Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² — Qty: 196.1 Sqm
12.4: Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m² — Qty: 33.73 Rm
13.2: 15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.1 1:4 (1 cement: 4 fine sand) — Qty: 248.96 Sqm
13.4 12: mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse sand) — Qty: 248.96 Sqm
16.12: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 — Qty: 330.07 Sqm
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 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete — Qty: 330.07 Sqm
2.25: a Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. — Qty: 88.72 Cum.
16.59: Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV ofASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required — Qty: 1 No.

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