Construction of RCC Building of District Employment Exchange, Morigaon

Public Works Department · Morigaon, Assam · Civil Works & Infrastructure · open

Key facts

Tender value: ₹23.7L
EMD: ₹47K
Published: 03 Nov 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 08 Nov 2026 02:49 UTC
Ministry: Government of Assam
Department: Public Works Department (Building Wing)
Office: Morigaon District Territorial Building Division

Description

Open competitive works tender for construction of an RCC building for the District Employment Exchange in Morigaon, Assam. Estimated value is Rs. 23,74,501, with completion required within 6 months. EMD is Rs. 47,490 for general category and Rs. 23,745 for reserved category; tender document fee is Rs. 500.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Technical bid documents, Government document proving the identity/signature of the person signing the bid, Original hardcopy of the technical bid documents

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Commercial terms

Bid type: Two envelope bidding with e-procurement
Evaluation: Item wise
Make in India (MII): No
MSE preference: No

Line items (65)

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 — Qty: 70.02 cum
Excavating, supplying and filling of local earth (including royalty) bymechanical 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: 48.24 cum
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. — Qty: 129.11 sqm
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) : 6 graded stone aggregate 20 mm nominal size) — Qty: 6.3825 cum
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) — Qty: 17.2 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) — Qty: 15.964 cum
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: 4.04 cum
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). — Qty: 21.93 cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 1860.19 kg
5.22A 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 — Qty: 2821.73 kg
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 46.62 sqm
Suspended floors, roofs, landings, balconies and access platform — Qty: 37.4 sqm
Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 55.78 sqm
Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 56.18 sqm
Stairs, (excluding landings) except spiral-staircases — Qty: 11.76 sqm
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) — Qty: 11.05 cum
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. Cement mortar 1:3 (1 cement : 3 coarse sand) — Qty: 143.3 sqm
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for sep — Qty: 35.7 Rm
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction withframe of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws — Qty: 10.97 sqm
21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) — Qty: 61.965 kg

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