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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.8 LAdmitted-Finance | -24.99% | ₹12.8 L | L1 | Admitted-Finance |
| 2 | L2₹13.4 L+₹62,245.53 (4.85%)Admitted-Finance | -21.35% | ₹13.4 L+₹62,245.53 (4.85%) | L2 | Admitted-Finance |
| 3 | L3₹13.7 L+₹84,134.07 (6.56%)Admitted-Finance | -20.07% | ₹13.7 L+₹84,134.07 (6.56%) | L3 | Admitted-Finance |
| 4 | L4₹14.5 L+₹1.7 L (13.1%)Admitted-Finance | -15.16% | ₹14.5 L+₹1.7 L (13.1%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Rejected |
Tender Value
₹17.1 L
EMD Value
₹34,201
Closing Date
22 May 2026, 3:00 pmClosed
Executive Engineer
EE/HCD-9/DDA
Repair works at Wetland in kalindi Biodiversity park.
2026_DDA_909102_1
04/EE/HCD-9/DDA/2026-27
Open Tender
Civil Works
Percentage
45 days
As Per NIT
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹34,201
11 Jun 2026
18 May 2026
23 May 2026
18 May 2026
22 May 2026
18 May 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 | Operating construction excavator Tata Hitachi Midi Ex210LC or Proclain PC 200 or equivalent at site including driver and fuel on hire charge etc. all complete as per direction of Engineer-in-charge. | 6 | per day | 49,792 | ₹2,98,752 |
| 2 | Carriage of construction excavator Tata Hitachi Midi Ex210LC or Proclain PC 200 or equivalent at site on hire charge basis including to and frofrieght charges (both sides) all complete as per direction of engineer-in- charge. | 1 | each (to and fro) | 22,762.15 | ₹22,762.15 |
| 3 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | 472.5 | kilo litre | 231.05 | ₹1,09,171.13 |
| 4 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 339.44 | kg | 772.4 | ₹2,62,183.46 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 3.87 | cum | 8,340.85 | ₹32,279.09 |
| 6 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge | 42.32 | sqm | 1,149.25 | ₹48,636.26 |
| 7 | Supplying, filling, spreading & leveling stone boulders of size range 50 cm to 60 cm, in channels, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 9 | cum | 1,687.65 | ₹15,188.85 |
| 8 | 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 | 202 | each | 82.45 | ₹16,654.9 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) | 24.54 | cum | 7,294.7 | ₹1,79,011.94 |
| 10 | Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately | 7.58 | cum | 32,891.2 | ₹2,49,315.3 |
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