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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-Finance | ₹2.3 Cr | L1 | Accepted-Finance Being 1st lowest bidder |
| 2 | L2₹2.6 Cr+₹27.3 L (11.7%)Rejected-Finance H NO 28 11 DHAUJI ROAD NEAR OUR LADY ST MOUNT MARY CHURCH OLD GOA TISWADI GOA | ₹2.6 Cr+₹27.3 L (11.7%) | L2 | Rejected-Finance Being 2nd lowest bidder |
| 3 | L3₹2.6 Cr+₹28.2 L (12.0%)Rejected-Finance | ₹2.6 Cr+₹28.2 L (12.0%) | L3 | Rejected-Finance Being 3rd lowest bidder |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
19 Jun 2026, 11:00 amClosed
Chief Officer
Ponda Municipal Council Ponda Goa
Construction of Community Hall and renovation of existing Municipal quaters of Ponda Municipal Council at Khadapaband, Ponda, Goa.
2026_MC_29529_1
PMC/TECH/03/2026-27
Open Tender
Civil Works - Buildings
Percentage
365 days
Khadpabandh, Ponda Goa
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
₹5.0 L
11 Sept 2026
2 Jun 2026
22 Jun 2026
2 Jun 2026
19 Jun 2026
2 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 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. | 870 | M2 | 10 | ₹8,700 |
| 2 | Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :a) All kinds of soil | 266.83 | M3 | 286 | ₹76,313.38 |
| 3 | Earthwork 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.
b. All types of Ordinary rock including all types of laterite rock, blasting prohibited | 991.98 | m3 | 672 | ₹6,66,610.56 |
| 4 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 586.91 | m3 | 245 | ₹1,43,792.95 |
| 5 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 295.55 | m3 | 2,211 | ₹6,53,461.05 |
| 6 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a. All works upto plinth level | 204.12 | m3 | 6,810 | ₹13,90,057.2 |
| 7 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 80.29 | M3 | 5,186 | ₹4,16,383.94 |
| 8 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | 1.22 | M3 | 9,708 | ₹11,843.76 |
| 9 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level + Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 194.87 | M3 | 7,275 | ₹14,17,679.25 |
| 10Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) | |||||
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