Upgradation / Modernization of existing parks/ Green Belt
Delhi Development Authority · Model Town, Delhi · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.0L
- EMD: ₹40K
- Published: 02 Nov 2026
- Closing date: 09 Nov 2026
- Status: open
- Status as of: 07 Nov 2026 02:44 UTC
- Office: Executive Engineer, HCD-5
Description
Delhi Development Authority invites percentage-rate tenders for construction of a footpath and rain shelter and redevelopment of the gate at Ratan wala Bagh Model Town (30 Model Park). Estimated cost is Rs. 20,01,558 and the time allowed for completion is 60 days.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Proof of registration with the DDA Contractor’s Registration Board (CRB), where applicable, Earnest Money Deposit payment proof
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Commercial terms
- Bid type: Percentage rate
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (47)
- 2 — Qty: 3 4
- Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (a) In cement mortar — Qty: 3 cum
- Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): (a) From brick work in cement mortar — Qty: 444 1000 Nos
- Taking out of M.S grill/gate/wicket gate including stacking of serviceable material and disposal of unserviceable material with in 50 mtr lead.(dismentling of c.c blocks paid separately) . — Qty: 2 each
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) — Qty: 1 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) All kinds of soil. — Qty: 83 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 and for all lift. — Qty: 27 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 36 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 3 cum
- 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 : (a) 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: 4 cum
- Centering and shuttering including strutting, propping etc. and removal of form for (a) Foundations, footings, bases of columns, etc. for mass concrete — Qty: 10 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for (a) Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 18 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for (a) Cornices and mouldings — Qty: 2 sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 316 kg
- Brick work with (non modular) bricks of class designation 7.5 in foundation and plinth in: (Bricks shall be supplied by the Deptt. free of cost.) (a) Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 1 cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a) Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 8 cum
- 12 mm cement plaster of mix : (a) 1:6 (1 cement: 6 coarse sand) — Qty: 1 sqm
- 15 mm cement plaster on rough side of single or half brick wall of mix: (a) 1:6 (1 cement: 6 coarse sand) — Qty: 1 sqm
- Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. — Qty: 25 sqm
- Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works — Qty: 256 kg
2 tender document(s) available — sign up to download.
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