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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹52.4 LAdmitted-Finance | -2.50% | ₹52.4 L | L1 | Admitted-Finance |
| 2 | L2₹53.2 L+₹80,651.26 (1.54%)Admitted-Finance UNIT NO 216 GERAS GRAND OPP GINGER HITEL PATTO PANJIM GOA | NORTH GOA | GOA | 403001 | -1.00% | ₹53.2 L+₹80,651.26 (1.54%) | L2 | Admitted-Finance |
Tender Value
₹53.8 L
EMD Value
₹1.1 L
Closing Date
14 May 2026, 3:00 pmClosed
Commissioner
Office of the Commissioner , Corporation of the City of Panaji, Panaji Goa
Upgradation of Sports Facilities at Miramar Football Ground and Basketball Court
2026_COCP_29070_1
F10/CCP/TECH/TEND/26-27/1093
Open Tender
Civil Works
Works
270 days
Panaji Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.1 L
22 May 2026
4 May 2026
15 May 2026
4 May 2026
14 May 2026
4 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 |
|---|---|---|---|---|---|
| 1Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: | |||||
| 1.01 | Ordinary Soil | 608 | Sq.M | 48 | ₹29,184 |
| 2Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. | |||||
| 2.01 | Moorum | 524.7 | Cu.M | 662 | ₹3,47,351.4 |
| 3 | Preparation of Sub-grade by excavating earthwork in formed embankement/side shoulders to the following average depth of 22.5 cms, dressing to camber and consolidating with power road roller including making good the undulations etc and disposal of surplus earth with leadd upto 50 mts and lift upto 1.5 mts in ordinary or hard soil | 1,749 | Sq.M | 55 | ₹96,195 |
| 4Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. | |||||
| 4.01 | All kinds of soil | 44.49 | Cu.M | 291 | ₹12,946.59 |
| 5 | Supply and filling aggregate of size 20-10 mm in the pipeline and slit drain trenches | 42.48 | Cu.M | 2,906.38 | ₹1,23,463.02 |
| 6 | Supply and filling of fine river sand in the pipeline and slit drains | 96.92 | Cu.M | 2,961.3 | ₹2,87,009.2 |
| 7 | Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site ) | 404 | Meter | 593 | ₹2,39,572 |
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