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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.0 LAdmitted-Finance | -27.28% | ₹20.0 L | L1 | Admitted-Finance |
| 2 | L2₹20.3 L+₹35,132.75 (1.76%)Admitted-Finance | -26.00% | ₹20.3 L+₹35,132.75 (1.76%) | L2 | Admitted-Finance |
| 3 | L3₹20.6 L+₹59,560.99 (2.98%)Admitted-Finance | -25.11% | ₹20.6 L+₹59,560.99 (2.98%) | L3 | Admitted-Finance |
| 4 | L3₹20.6 L+₹59,560.99 (2.98%)Admitted-Finance | -25.11% | ₹20.6 L+₹59,560.99 (2.98%) | L3 | Admitted-Finance |
Tender Value
₹27.4 L
EMD Value
₹54,895
Closing Date
22 Jul 2026, 3:00 pmClosed
Executive Engineer
EE, Horticulture Civil Division-IV, Nehru Place ND
Name of work Maintenance of completed scheme under Nazul A/C-II(HZ). SH. Dismantling of the dilapidated bamboo rain shelter and construction of a new rain shelter at District Park, Hauz Khas, under Subdivision-II, within the territorial jurisdiction
2026_DDA_917544_1
07/EE/HCD-4/DDA/2026-27
Open Tender
Civil Works
Percentage
45 days
Horticulture Civil Division-IV, Nehru Place ND
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹54,895
30 Jul 2026
15 Jul 2026
22 Jul 2026
15 Jul 2026
22 Jul 2026
15 Jul 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 | 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.
(a)All kinds of soil | 5.84 | Cum. | 177.5 | ₹1,036.6 |
| 2 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
(a) Hot finished welded type tube | 4,000 | Kg. | 194.4 | ₹7,77,600 |
| 3 | Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8 mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge. | 170 | Sqm. | 6,012.1 | ₹10,22,057 |
| 4 | Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8 mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge. | 60 | m | 4,830.1 | ₹2,89,806 |
| 5 | Providing and fixing at all height false ceiling of 4 mm thick phenol bonded Bamboo Mat board (595x595 mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 mm c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64 mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in charge. | 100 | Sqm. | 4,039.1 | ₹4,03,910 |
| 6 | 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 (including equivalent design mix) | 2.88 | Cum. | 2,434.25 | ₹7,010.64 |
| 7 | Demolishing thatch roofing including mats, bamboo, jaffari etc. complete
including stacking of serviceable material and disposal of unserviceable
material within 50 metres lead. | 100 | Sqm. | 57.7 | ₹5,770 |
| 8 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
(a) Red sand stone - exposed face fine dressed with rough backing.
(i) 40 mm thick | 30 | Sqm. | 5,542.6 | ₹1,66,278 |
| 9 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.
(a) Red sand stone | 40 | Sqm. | 1,526.05 | ₹61,042 |
| 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) | 0.65 | Cum | 6,518.6 | ₹4,237.09 |
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