Construction of New District Industries Centre office Building at Sepahijala District, Tripura
Tripura Industrial Development Corporation Ltd. · Bishramganj, Tripura · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.8Cr
- EMD: ₹3.7L
- Published: 30 Oct 2026
- Closing date: 23 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 14:53 UTC
- Department: Tripura Industrial Development Corporation Ltd.
- Office: Office of the Managing Director, TIDC Ltd., Shilpa Nigam Bhawan, Khejurbagan, Agartala, West Tripura
Description
Construction of a new District Industries Centre office building at Sepahijala District, Tripura. Estimated cost is Rs. 1,84,26,978 and the contract period is 300 days.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (187)
- (1) CIVIL & SANITARY WORKS S.H:(A) SITE DEVELOPMENT Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm indepth, 1.5m in width as well as 10 sqm on plan) includingdisposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil — Qty: 112.5 cum
- S.H: (B) EARTH WORK Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal ofsurplus excavated soil as directed, within a lead of 50 m.-All kinds of soil — Qty: 285.321 cum
- Excavating, supplying and filling of local earth (includingroyalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers notexceeding 20 cm in trenches, plinth, sides of foundation etc.complete. — Qty: 12.5 cum
- Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and liftupto 1.5 m.-All kinds of soil — Qty: 190.214 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 torequired slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitablemethod complete. — Qty: 24.284 cum
- Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% — Qty: 56.25 Ltr
- Treatment of soil under plinth filling using chemicalemulsion @ one litre per hole, 300 mm apart includingdrilling 12 mm diameter holes and plugging with sandfilling:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. — Qty: 225 sqm
- S.H: (C) Cement Concrete Work Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 22.5 cum
- Providing and laying in position cement concrete ofspecified grade excluding the cost of centring andshuttering -1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) — Qty: 16.15 cum
- Centering shuttering including struttings, proppingetc. and removal of form work for: Foundations, footings, bases for columns. — Qty: 37.29 sqm
- 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: 36 sqm
- S.H: (D) R.C.C. work Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, 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: 81.438 cum
- Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor fivelevel 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: 22.78 cum
- Reinforced cement concrete work in beams, suspendedfloors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five levelexcluding the cost of centring, shuttering, finishing andreinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 122.799 cum
- Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 29639.854 kg
- Centering shuttering including struttings, propping etc.and removal of form work for: (a) Foundations, footings, bases for columns etc. for mass concrete with timber plank — Qty: 240.72 sqm
- Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply — Qty: 491.99 sqm
- Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply — Qty: 407.88 sqm
- Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply — Qty: 574.77 sqm
- S.H: (E) Brick work First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). — Qty: 14.25 cum
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