Development of Cycle track along banks of Yamuna River in Yamuna Flood Plains
Delhi Development Authority · Delhi, Delhi · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹16.4Cr
- EMD: ₹26.4L
- Published: 23 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 30 Oct 2026 04:08 UTC
- Office: Executive Engineer, HCD-10, DDA
Description
Construction of Cycle Track Part-1 from Old Railway Bridge to NH-24 along the western bank of the River Yamuna. The work includes civil construction and horticulture maintenance.
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 (201)
- 2 — Qty: 3 4
- 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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in Charge: All kinds of soil — Qty: 35396 Sqm
- Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil — Qty: 22180 Cum
- 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: 2329.48 CUM
- 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 for all lift. — Qty: 710.73 CUM
- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 4.8 CUM
- 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 for all lift, as directed by Engineer-in-charge. All kinds of soil — Qty: 644 Cum
- Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil — Qty: 43 Each
- P/L cement concrete - all works upto plinth level : 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 70.99 CUM
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 946.11 CUM
- Making plinth protection 50 mm thick of of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-lll) 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: 41.4 SQM
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 27.27 CUM
- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). — Qty: 12.91 CUM
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 82.49 SQM
- Centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 45.56 SQM
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform — Qty: 96.4 SQM
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, Bressumers and cantilevers — Qty: 52.5 SQM
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 63 SQM
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 5194.42 KG
- Providing and fixing in position copper plate as per design for expansion joints. — Qty: 247 KG
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