Repair work of existing internal colony road near Kendriya Vidyalaya in Sector-A of Teesta Low Dam-III Power Station
NHPC Limited · Rambi, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹23.2L
- EMD: ₹46K
- Published: 26 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 12:42 UTC
- Department: P&C Division
- Office: Teesta Low Dam-III Power Station
Description
Repair of the existing internal colony road near Kendriya Vidyalaya in Sector-A of Teesta Low Dam-III Power Station, Rambi, Darjeeling, West Bengal. Estimated cost is Rs. 23,18,958 including GST and all taxes. Completion period is 120 days. Bids are invited as a single-stage, two-part domestic competitive tender.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Local content undertaking/self-certificate, including locations of local value addition, Self-declaration regarding banning, delisting, blacklisting or debarment, Integrity Pact
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Commercial terms
- Bid type: Item Rate/Percentage Rate
- Make in India (MII): Yes
- MSE preference: No
Line items (14)
- 2 — Qty: 3 4
- Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm. — Qty: 0.07 %Cum
- Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. upto 150 mm. Thick — Qty: 23.09 Cum
- Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m, (i) Tor steel/Mild Steel — Qty: 1.185 MT
- Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor), 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. — Qty: 858.62 Sqm
- Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. — Qty: 40.94 Cum
- Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. River bazree — Qty: 117.92 Cum
- Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site, In Road and Jhora Work — Qty: 71.98 Cum
- Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (1:3:6) proportion — Qty: 86.19 Cum
- Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. — Qty: 45.51 Sqm
- Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.) — Qty: 243 Sqm
- Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge. [Rate provided is exclusive of the cost of stone boulders and sausage crate] — Qty: 67.5 Cum
- Cost of Boulder above 225 mm — Qty: 67.5 Cum
- Loading, unloading and stacking by Manual Means. A. Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points.Stone aggregate 40 mm nominal size and above — Qty: 67.5 Cum
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