Construction of New District Industries Centre office Building at Unakoti District, Tripura
Tripura Industrial Development Corporation Ltd. · Kailasahar, Tripura · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.5Cr
- EMD: ₹5.0L
- 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 Unakoti District, Tripura. Estimated cost is Rs. 2,50,76,053, with a 360-day contract period. The tender is invited by Tripura Industrial Development Corporation Ltd.
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 (200)
- (1) CIVIL & SANITARY WORKS S.H: (A) SITE DEVELOPMENT Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. — Qty: 1640.25 Sqm
- Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. — Qty: 1640.25 Sqm
- 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: 410.0625 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: 202.1281 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: 1764 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: 134.7521 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: 75.3625 cum
- Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% — Qty: 57.370625 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: 229.4825 sqm
- S.H: (C) Plain 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: 22.9483 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: 14.6725 cum
- Centering shuttering including struttings, proppingetc. and removal of form work for: Foundations, footings, bases for columns. — Qty: 61.929 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: 54.54 sqm
- S.H: (D) R.C.C. work Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of gradeM-25 of specified diameter and length below the pilecap, to carry a safe working load not less thanspecified, excluding the cost of steel reinforcement but including thecost of boring with bentonite solution and temporary casing ofappropriatelengthforsetting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation(DMC) or Bailerand Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavated earth with all itsliftsandleads. (Lengthofpileforpaymentshall bemeasured upto bottomof pile cap). Note: Truck Mountedrotary/TMR/Tubewell Boring Machines hall not be used. 450 mm dia piles. — Qty: 1008 Mtr.
- Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge: Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic Method of Testing Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in Charge.Initial test (Test Load 2.5 times the safe Capacity). — Qty: 1 Per Test
- Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge: Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic Method of Testing Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in Charge. Routine test (Test Load 1.5 times the safe Capacity) — Qty: 2 Per Test
- 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: 135.3726 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: 33.264 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: 180.3724 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: 51067.2195 kg
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