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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹76.7 LAdmitted-Finance | -39.96% | ₹76.7 L | L1 | Admitted-Finance |
| 2 | L2₹79.0 L+₹2.3 L (2.96%)Admitted-Finance | -38.18% | ₹79.0 L+₹2.3 L (2.96%) | L2 | Admitted-Finance |
| 3 | L3₹80.1 L+₹3.5 L (4.51%)Admitted-Finance | -37.25% | ₹80.1 L+₹3.5 L (4.51%) | L3 | Admitted-Finance |
| 4 | L4₹83.2 L+₹6.5 L (8.49%)Admitted-Finance | -34.86% | ₹83.2 L+₹6.5 L (8.49%) | L4 | Admitted-Finance |
| 5 | L5₹84.3 L+₹7.6 L (9.94%)Admitted-Finance | -33.99% | ₹84.3 L+₹7.6 L (9.94%) | L5 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
17 Jun 2026, 3:00 pmClosed
EE/HCD-3/DDA
Siri Fort Sports Complex, New Delhi-110049
M/o Completed scheme under Nazul A/c-II (Hort. Zone). S.H. - Repair and restoration of boundary wall, path and fencing at various parks under the jurisdiction of SD-IV /HCD-3.
2026_DDA_912425_1
04/EE/HCD-3/DDA/2026-27
Open Tender
Civil Works
Percentage
75 days
EE/HCD-3/DDA
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.6 L
10 Aug 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
17 Jun 2026
10 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
(a) Cement mortar 1:6 (1 cement : 6 coarse sand) | 596 | cum | 7,311.25 | ₹43,57,505 |
| 2 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.
(a) Cement mortar 1:6 (1 cement : 6 coarse sand) | 136 | cum | 9,275.45 | ₹12,61,461.2 |
| 3 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :
(a) Raised and cut pointing | 2,511 | sqm | 701.05 | ₹17,60,336.55 |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
(a) 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 22 | cum | 9,895.2 | ₹2,17,694.4 |
| 5 | 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 | 3,627 | kg | 172.6 | ₹6,26,020.2 |
| 6 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge.
(a) Made of G.I. wire of dia 4 mm | 372 | sqm | 1,017.8 | ₹3,78,621.6 |
| 7 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1,642 | kg | 117.35 | ₹1,92,688.7 |
| 8 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 640 | metre | 375.8 | ₹2,40,512 |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m 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. | 134 | cum | 260.3 | ₹34,880.2 |
| 10 | 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) | 21 | cum | 6,518.6 | ₹1,36,890.6 |
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