Operation and maintenance of Sprinkler system wharf wall and approach road for new Dispatch office at Bina Project
Northern Coalfields Limited · Sonebhadra, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹63.9L
- EMD: ₹80K
- Published: 04 Nov 2026
- Closing date: 21 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 04:10 UTC
- Office: Bina Project
Description
Operation and maintenance of the sprinkler system, wharf wall and approach road for the new Dispatch office at Bina Project, including sprinkler and pipeline works, pump operation and maintenance, manpower deployment, and associated civil works. The portal estimated value is INR 6,391,304 and the EMD is INR 80,000.
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 (17)
- 2 — Qty: 3 4
- Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 150 mm dia nominal bore — Qty: 50 m
- Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore — Qty: 200 m
- Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore — Qty: 50 m
- Providing and fixing mist spray sprinkler with throw of 27 meter and 211 LPM discharge along with specifications : (A) nature of material of sprinkler body aluminium alloy and end connection- Brass (B) inlet size - 1.50 inches & Nozzle sizes - 12 mm x 5 mm (C) radius of throw 27 m (D) Discharge- 211 LPM (E) Operating pressure - 4 kg/ sq cm — Qty: 27 each
- Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :150 mm diameter Class I — Qty: 4 each
- Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :100 mm diameter Class I — Qty: 8 each
- Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore — Qty: 27 each
- Operation of pump system and regulating necessary controlling valves provided in the pipelines, sprinkling system including routine maintainance and repairing of pipelines, valves of all sizes by deploying necessary man powers as required including T& P etc. all complete as per instructions of EIC. Manpowers: Fitter-one nos. per day, valveman- 3 nos. per day, Guard- one no. per day (Night shift) — Qty: 730 days
- 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 — Qty: 100 cum
- Bolts and nuts 16 mm dia 60 mm long — Qty: 150 each
- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil — Qty: 500 cum
- Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification — Qty: 200 cum
- Construction of dry lean cement concrete Sub- base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. Deduct from Item No.6.1 above if paver with electronic sensor, vibratory roller are not used and laying, compaction is done by any other method. (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in — Qty: 100 cum
- Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. Deduct from Item No.6.3 & 6.4 above if paver with electronic sensor is not used and laying, compaction is done by any other method (The acceptance criteria regarding level, t — Qty: 250 cum
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 193 sqm
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. — Qty: 200 cum
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