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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-Finance GOA | SOUTH GOA | GOA | 403103 | ₹6.5 L | L1 | Accepted-Finance Financially Accepted being 1st lowest |
| 2 | L1₹6.5 LAccepted-Finance 54 B BAMONSAI SANGUEM SOUTH GOA 403 704 | SOUTH GOA | GOA | 403704 | ₹6.5 L | L1 | Accepted-Finance Financially Accepted being 1st lowest |
| 3 | L2₹6.7 L+₹16,240.28 (2.50%)Rejected-Finance GOA | ₹6.7 L+₹16,240.28 (2.50%) | L2 | Rejected-Finance Financially Rejected being 2nd lowest |
Tender Value
₹8.1 L
EMD Value
₹16,240
Closing Date
28 Mar 2026, 3:00 pmClosed
Harsha V. S. Kakodkar
O/o Executive Engineer, WD V, DDW, Sanguem, Goa
Urgent reinstatement of steps along the service road embankment and miscellaneous work at Arlem-Raia.
2026_DDW_28317_1
20/DDW-WD V-ASW/2025-26/09 L10
Open Tender
Civil Works - Water Works
Percentage
35 days
O/o Executive Engineer, WD V, DDW, Sanguem
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹16,240
2 Apr 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
28 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 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. a) All kinds of soil | |||||
| 2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 3Centering & shuttering including Strutting, Propping & removal of forms for : i)Foundations, Footings, Bases for columns | |||||
| 4Providing & 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 | |||||
| 5b Kotah stone slab flooring over 25 mm thick in risers of steps, skirtings, dado & pillars laid on 12mm (average) thick cement mortor 1:3 (1 cement : 3 coarse sand) & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing complete. | |||||
| 6Preparation 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 | |||||
| 7Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . | |||||
| 8Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | |||||
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