Tender For Construction Of Reinforced Cement Concrete Cover Drain St From The Head Of Haradhan Ghosh Near Volcan Club To The West Side Of Prachya Bharati School Near Head Of Bulbul Kar Under Ward No 23, annual maintenance contract
Tender Value
1.07 Crore
Estimated cost
Bid Submission
27 Oct 2026
12 days left
EMD
2.14 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Cover Drain St From The Head Of Haradhan Ghosh Near Volcan Club To The West Side Of Prachya Bharati School Near Head Of Bulbul Kar Under Ward No 23, annual maintenance contract
BOQ
| Sl. No. | Item Description |
| 1 | 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. -All kinds of soil |
| 2 | 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. |
| 3 | Providing and laying dry flat brick flooring in required pattern complete. |
| 4 | 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 well burnt brick aggregate 20 mm nominal size) |
| 5 | 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 : In plinth and skirting courses, fillets, columns, pillars, posts and struts: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | 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 and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 7 | 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 of grade Fe-500D or more |
| 8 | Centering shuttering including struttings, propping etc.and removal of form work for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shutteringply |
| 9 | Centering shuttering including struttings, propping etc.and removal of form work for:Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 10 | Steel work welded in built up section/framed workincluding cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer usingsteel etc. complete as required:-In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete. |
| 11 | Providing weep holes in brick masonary/ stone masonary, plain/reinforced convrete abutment, wing wall , returen wall with 100 mm dia AC pipe or UPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as drawing and MoRT&H techical specification clauses 2706,2200. |
| 12 | Cleaning and excavation of slush/liquid soil, silt etc.from the existing drain deb in/cl required lift and lead directly up to Hapania dumping ground or any other suitable place by mechanical meance as per direction of the Engineer-In-Charge |
| 13 | Earth work in rough excavation, banking excavated earth inlayers not exceeding 20 cm in depth, breaking clodswatering, rolling each layer with ½ tonne roller or woodenor steel rammers, and rolling every 3rd and top-most layerwith power roller of minimum 8 tonnes and dressing up inembankments for roads, flood banks, marginal banks andguide banks or filling up ground depressions, lead upto 50m and lift upto 1.5 m : All kinds of soil Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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