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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.5 LAccepted-Finance | ₹64.5 L | L1 | Accepted-Finance Lowest Quote |
| 2 | L1₹64.5 LAccepted-Finance 20 2434 GFB3A VASANT NAGAR SANKALI GOA | SOUTH GOA | GOA | 403103 | ₹64.5 L | L1 | Accepted-Finance Lowest Quote |
| 3 | L1₹64.5 LAccepted-Finance H NO 71 85 B1 WARD NO 7 NR AGRICULTURE OFFICE VALPOI SATTARI GOA | ₹64.5 L | L1 | Accepted-Finance Lowest Quote |
Tender Value
₹80.7 L
EMD Value
₹1.6 L
Closing Date
29 Apr 2026, 3:00 pmClosed
Executive Engineer
SPACES building 7th Floor Patto Plaza PANAJI GOA
Construction of retaining wall in Survey No.49 9 49 10 in ward No 1 at Ambegal in VP Pale Cotombi Sakhali Constituency in Bicholim Taluka
2026_DRD_28781_1
DRDA-N/GGSY/TN/03/26-27/20/L3
Open Tender
Civil Works - Buildings
Percentage
Ambegal Pale Cotombi
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹1.6 L
6 May 2026
17 Apr 2026
30 Apr 2026
18 Apr 2026
29 Apr 2026
18 Apr 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 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. | |||||
| 1.01 | All kinds of soil | - | cu.m | - | - |
| 2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 3Providing & 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: | |||||
| 3.01 | All works upto plinth level | - | cu.m | - | - |
| 4Refilling 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 50M andall lifts and disposal of surplus earth as directed by Engineer in Charge. | |||||
| 5Centering and shuttering including struttings, propping etc. and removal of formwork for : | |||||
| 5.01 | Foundations, footings, bases for columns and mass concrete | - | sq.m | - | - |
| 5.02 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | - | sq.m | - | - |
| 6Providing and laying plum concrete in cement concrete 1:2: 4 (1 cement:2coarsesand:4gradedgraniticor basalticstone aggregate40 mm nominal size) with plums not exceeding 15% of the volumne of the finished concrete of size ranging from 150 to 300 mm (but the maximum dimension not exceeding 1/3rd (one third) the least dimension of member under consideration excluding the cost of centering and shuttering: | |||||
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