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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.6 LAdmitted-Finance | -35.99% | ₹16.6 L | L1 | Admitted-Finance |
| 2 | L2₹17.3 L+₹68,591.54 (4.14%)Admitted-Finance F 70 PRASHANT VIHAR ROHINI DELHI 110085 PRASHANT VIHAR ROHINI DELHI 110085 NORTH WEST DELHI DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | -33.34% | ₹17.3 L+₹68,591.54 (4.14%) | L2 | Admitted-Finance |
| 3 | L3₹20.4 L+₹3.9 L (23.4%)Admitted-Finance | -21.02% | ₹20.4 L+₹3.9 L (23.4%) | L3 | Admitted-Finance |
| 4 | L4₹24.0 L+₹7.4 L (45.0%)Admitted-Finance | -7.21% | ₹24.0 L+₹7.4 L (45.0%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical 38 GALI NO 3 SHIV RAM PARK EXTN PH II NAJAFGARH ROAD NANGLOI DELHI 110041 | WEST DELHI | DELHI | 110041 | - | - | - | Rejected-Technical Deficiency in document |
Tender Value
₹25.9 L
EMD Value
₹51,767
Closing Date
3 Jul 2026, 3:00 pmClosed
EE/HCD-1 Dilshad Garden
EE/HCD-1 Dilshad Garden
Repair and restoration of minor civil works on pathways and boundary walls affected during the cleaning of the drain passing along the park boundary, including removal and disposal of silt, garbage, and other accumulated waste materials, complete in
2026_DDA_914942_1
12/EE/HCD-1/DDA/2026-27
Open Tender
Civil Works
Percentage
120 days
EE/HCD-1 Dilshad Garden
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹51,767
9 Jul 2026
27 Jun 2026
4 Jul 2026
27 Jun 2026
3 Jul 2026
27 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 | Providing and laying cement concrete in retaining walls, return walls, walls (any 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:
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) | 0.23 | Cum | 9,895.2 | ₹2,275.9 |
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand) | 14 | Cum | 7,370.65 | ₹1,03,189.1 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 5 | Cum | 9,344.35 | ₹46,721.75 |
| 4 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 500 | Kgs | 133.7 | ₹66,850 |
| 5 | CEMENT PLASTER (IN COARSE SAND)
12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand) | 108 | sqm | 343.65 | ₹37,114.2 |
| 6 | Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm) | 84 | Sqm | 116.9 | ₹9,819.6 |
| 7 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | 80 | sqm | 226.25 | ₹18,100 |
| 8 | 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.
In cement mortar | 10 | Cum | 2,060.2 | ₹20,602 |
| 9 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 10 | Cum | 263.95 | ₹2,639.5 |
| 10 | 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 (2.5mm 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) | 25 | meter | 375.8 | ₹9,395 |
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