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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | ₹9.5 L | L1 | Accepted-AOC Financially Accepted being 1st lowest |
| 2 | L2₹11.9 L+₹2.4 L (25.0%)Rejected-Finance H NO 116 XELPEM SANGUEM GOA | SANGUEM | SANGUEM | GOA | ₹11.9 L+₹2.4 L (25.0%) | L2 | Rejected-Finance Financially Rejected being 2nd lowest |
Tender Value
₹11.9 L
EMD Value
₹23,796
Closing Date
14 Mar 2026, 3:00 pmClosed
Harsha V. S. Kakodkar
O/o Executive Engineer, WD V, DDW, Sanguem, Goa
Providing stability wall to the paddy fields along nalah of the SWSP pipeline at Ch 15685 to Ch 15715 Paroda Quepem Constituency.
2026_DDW_28074_1
20-1/DDW-WD V-ASW/2025-26/07 L4
Open Tender
Civil Works - Water Works
Percentage
90 days
O/o Executive Engineer, WD V, DDW, Sanguem
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹23,796
10 Aug 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
14 Mar 2026
6 Mar 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 | 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.;All kinds of soil | 66.92 | Cu.m | 291 | ₹19,473.72 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 23.92 | Cu.m | 2,211 | ₹52,887.12 |
| 3 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level | 23.92 | Cu.m | 6,635 | ₹1,58,709.2 |
| 4 | Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level | 111.02 | Cu.m | 7,292 | ₹8,09,557.84 |
| 5 | Centering and shuttering including struttings propping etc. and removal of formwork for :;vertical surfaces such as retaining walls return walls walls (any thk) including attached pilasters buttresses plinth and string courses fillets etc. | 278.46 | Sq.m | 479 | ₹1,33,382.34 |
| 6 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wallwing wall and earth retainig structure complete as directed by the Engineer in charge;A) 110 mm dia | 34.2 | RM | 363 | ₹12,414.6 |
| 7 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) | 16.5 | Cu.m | 87 | ₹1,435.5 |
| 8 | 12mm cement plaster 1:3 (1 cement : 3 coarse sand) | 8.22 | Sq.m | 238 | ₹1,956.36 |
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