Development of infrastructure facilities of Bagmara Rural Market under Ambassa Agri Sub Division, Dhalai Tripura District SH (i) Construction of Market Stall (10 Nos.) (Part I (ii) Construction of Market Stall (8 nos.) (Part II)
Directorate of Agriculture · Bagmara, Tripura · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹29.8L
- EMD: ₹60K
- Published: 28 Oct 2026
- Closing date: 11 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 14:15 UTC
- Department: Agriculture & Farmers’ Welfare Department, Tripura
- Office: Executive Engineer (Agriculture), North, Department of Agriculture & Farmers’ Welfare, Ganganagar, Dharmanagar, North Tripura
Description
Construction and development of covered market facilities and stalls at Bagmara Rural Market under Ambassa Agri Sub-Division, Dhalai District, Tripura. The estimated tender value is Rs. 29,75,363. The works BOQ includes earthwork, anti-termite treatment, concrete and RCC, masonry, steelwork, plastering and painting.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Tenderers/Contractor Certificate, Detail / Structure of the Organization, Affidavit of the Bidder, Summary of similar works executed during the last 7 years, Description of each similar work executed, duly signed by the client, Average annual financial turnover on construction works for the last 3 years, Solvency Certificate from a commercial bank, Details of value of construction works executed in each of the last 7 financial years, Details of existing commitments of ongoing works, Details of key technical personnel entrusted for the proposed work
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (37)
- 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, liftupto 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: 91.372 cum
- 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. -All kinds of soil — Qty: 61.291 cum
- Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto 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: 175.68 cum
- Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. — Qty: 39.631 cum
- Supplying chemical emulsion in sealed containers including delivery as specified. a)Chlorpyriphos/Lindane emulsifiable concentrate of 20% — Qty: 23.94 ltr
- Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration — Qty: 81 sqm
- Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion): Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration — Qty: 32.78 mtr
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: a) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) — Qty: 23.069 cum
- Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. — Qty: 33 sqm
- Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 17.226 cum
- Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 3.564 cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-a) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size). — Qty: 30.75 cum
- Centering shuttering including struttings, propping etc.and removal of form work for: -Foundations, footings, bases for columns etc. for mass concrete with timber plank — Qty: 88.56 sqm
- Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply — Qty: 47.52 sqm
- Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply — Qty: 88.05 sqm
- Suspended floors, roofs, landings, balconies and access platform with shuttering ply — Qty: 187.74 sqm
- Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars — Qty: 6165.6 kg
- First class brick work in foundation and plinth including cost of all materials as required complete:- a)In cement mortar 1:6 ( 1 cement : 6 fine sand ). — Qty: 30.088 cum
- First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- a)In cement mortar 1:4 ( 1 cement : 4 fine sand ). — Qty: 10.854 cum
- Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). — Qty: 27.27 sqm
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