Construction of Major Renovation works at KATABARI MES (18240111802), District Tamulpur under Dharti Aaba Janjatiya Gram Utkarsh Abhiyan (DAJGUA) Tribal Affairs (Plain) for the Financial Year 2026-27. Package No. TN_56_22
Bodoland Territorial Council · Tamulpur, Assam · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹75.0L
- EMD: ₹1.5L
- Published: 05 Nov 2026
- Closing date: 30 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 03:09 UTC
- Department: PWD, Bodoland Territorial Council
- Office: Director Cum CHD - PWD BTC
Description
Construction and major renovation of school facilities at KATABARI MES in Tamulpur, Assam, under DAJGUA Tribal Affairs (Plain) for FY 2026-27. The BOQ includes classroom and kitchen-cum-mid-day-meal dining hall works, including earthwork, concrete, reinforcement, masonry, flooring, painting, roofing, ceiling and fittings.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (125)
- Additional Classroom School (Assam Type) 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: 44.42 cum
- 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: 197.17 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) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). — Qty: 7.59 cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending to proper shape, placing in position and binding up to plinth level. 5.22.6 TMT bar Fe500D or more. — Qty: 1623.92 kg
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 943.93 kg
- Centering and shuttering including strutting, propping etc. and removal of the same. 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 15 sqm
- 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. — Qty: 91.62 sqm
- 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 92.8 sqm
- 5.9.3 Suspended floors, roofs, landings, balconies and access platform — Qty: 8.37 Sqm
- 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: 14.69 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: 8.23 cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth. 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand). — Qty: 15.08 cum
- 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 — Qty: 104.65 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. 6.13.2 Cement mortar 1:4 (1 cement : 4 coarse sand). — Qty: 183.27 sqm
- 15 mm thick cement plaster in single coat on rough side of single or half brick wall of mix 13.5.1 1:4 (1 cement : 4 coarse sand). — Qty: 465.51 sqm
- 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: 194 sqm
- Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surfaces. 13.43.1 Water thinnable cement primer. — Qty: 465.51 sqm
- Finishing wall with water proofing cement paint of approved brand and manufacture required shade. 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) — Qty: 208.41 sqm
- Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 gm/litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.81.2 Two coats — Qty: 243.84 sqm
- Providing and fixing 1mm 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. 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece — Qty: 33.63 sqm
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