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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.8 LAccepted-AOC NILL | ₹38.8 L | 1 | Accepted-AOC L 1 successful bidder |
| 2 | 2₹38.9 LRejected-Finance BADHARGHAT CHOWMOHNI AGARTALA TRIPURA W PIN 799003 | AGARTALA | WEST TRIPURA | TRIPURA | 799003 | ₹38.9 L | 2 | Rejected-Finance L 2 |
| 3 | 3₹39.9 LRejected-Finance | ₹39.9 L | 3 | Rejected-Finance L 3 |
| 4 | 4₹39.9 LRejected-Finance | ₹39.9 L | 4 | Rejected-Finance L 4 |
| 5 | 5₹44.8 LRejected-Finance | ₹44.8 L | 5 | Rejected-Finance L 5 |
Tender Value
₹49.9 L
EMD Value
₹99,776
Closing Date
12 Jan 2026, 3:00 pmClosed
EE DSE
Engineering cell DSE, Old shishu Bihar School Complex, Agartala near VSK.
3rd call for Construction Of peripheral fencing with hard drawn wire and spectator gallery with ground leveling side development with other allied work in the premises of MBB College, Agartala during the year 2025-2
2026_OSDDS_68797_1
186/EE/ENGG.CELL/DSE/2025-26
Open Tender
Civil Works
90 days
MBB College, Agartala
Please refer tender documents
2 documents required · 2 mandatory
₹1,000
₹99,776
7 Feb 2026
2 Jan 2026
13 Jan 2026
2 Jan 2026
12 Jan 2026
2 Jan 2026
For Highways and MDRs Sl. No. Ref. to MORT&H Spec. Unit 3.1 Excavation in soil by manual means Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.
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. -All kinds of soil
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed: -All kinds of soil
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.
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.
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: 2.21.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size).
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-1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
5.8 Centering shuttering including struttings, propping etc. and removal of form work for:
Foundations, footings, bases for columns etc. for mass concrete with timber plank
5.8.5.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply.
5.19 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth leve.lThermo-Mechanically Treated bars of grade Fe-500D or more
17.43 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge.
5.18 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement : 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffit.5.18.1 50 mm thick.
6.1 First class brick work in foundation and plinth including cost of all materials as required complete:- 6.1.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5.2 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-5.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
13.43 Finishing with epoxy paint ( one or more coats ) of approved brand and manufacture at all locations prepared and applied as per manufacturer's specification on old work including preparation of surface etc. as required complete as per direction of the Engineer in charge:-
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