Laying of Drip Irrigation along Jogging track, and Improvement of Sprinkler System at Football Practice Ground and Storm Water Distribution for Horticulture including Miscellaneous Works (Civil and Electrical) in JLN Stadium, New Delhi
Sports Authority of India · New Delhi, Delhi · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹91.6L
- EMD: ₹2.7L
- Published: 26 Oct 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 01 Nov 2026 12:35 UTC
- Department: Engineering Division
- Office: Head Office - SAI
Description
Percentage-rate works tender for laying drip irrigation along the jogging track, improving the sprinkler system at the football practice ground, and providing storm water distribution for horticulture, including miscellaneous civil and electrical works at JLN Stadium, New Delhi. Estimated cost is Rs. 91,55,909 inclusive of taxes; completion period is 3 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Proof of EMD payment indicating UTR number, Acceptance of Tender Conditions, Form of Tender, General Information, List of Major Plant and Machinery in Possession of the Firm, Annual Turnover for the Last Five Years, Details of Similar Works Completed in Last Seven Years, Details of Ongoing/Existing Works, Past Contractual Performance, Bank Account Particulars for Refund of EMD through Electronic Mode, Litigation History, GST Registration Details, Undertaking Regarding Percentage of Local Content, Solvency Certificate, Pre-Contract Integrity Pact, Self Declaration (For Land Border Sharing)
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Commercial terms
- Bid type: Percentage rate
- Evaluation: Low-Cost system of Selection
- Make in India (MII): No
- MSE preference: No
Line items (103)
- Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore — Qty: 50 metre
- 25 mm dia nominal bore metre — Qty: 150 metre
- 32 mm dia nominal bore — Qty: 80 metre
- 40 mm dia nominal bore — Qty: 20 metre
- 50 mm dia nominal bore — Qty: 500 metre
- Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 — Qty: 18 no.
- Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required: 20 mm nominal bore each — Qty: 10 no.
- 25 mm nominal bore each — Qty: 10 no.
- 32 mm nominal bore each — Qty: 10 no.
- 40 mm nominal bore each — Qty: 10 no.
- 50 mm nominal bore each — Qty: 15 no.
- Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. — Qty: 74 no.
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) — Qty: 30 cum
- Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M20 grade with minimum cement conten — Qty: 32 cum
- Gate Valve CPVC 20 mm Dia — Qty: 15 no.
- Gate Valve CPVC 25 mm Dia — Qty: 10 no.
- Gate Valve CPVC 50 mm Dia — Qty: 10 no.
- Elbow CPVC 20mm/20mm — Qty: 30 no.
- Elbow CPVC 50mm/20mm — Qty: 10 no.
- Elbow CPVC 25mm/25mm — Qty: 10 no.
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