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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-Finance | ₹12.9 L | L1 | Accepted-Finance Financially Accepted being 1st lowest |
| 2 | L2₹17.2 L+₹4.3 L (33.8%)Rejected-Finance FATORDA MARGAO GOA | ₹17.2 L+₹4.3 L (33.8%) | L2 | Rejected-Finance Financially Rejected being 2nd lowest |
Tender Value
₹16.1 L
EMD Value
₹32,201
Closing Date
6 Apr 2026, 3:00 pmClosed
Harsha V. S. Kakodkar
O/o Executive Engineer, WD V, DDW, Sanguem, Goa
Providing and constructing Laterite boulder masonry in mud mortar along the alignment of the 1200mm mild steel (MS) pipeline and adjoining service road from chainage 24.400Km to 24.600Km.
2026_DDW_28415_1
20/DDW-WD V-ASW/2025-26/10 L7
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
₹32,201
13 Apr 2026
27 Mar 2026
8 Apr 2026
27 Mar 2026
6 Apr 2026
27 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) in foundation pipeline trenches drain (not exceeding 1.5m 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 50m. a) All kinds of soil. | |||||
| 2Laterite boulder masonry in mud mortar in foundation. | |||||
| 3Extra for laterite boulder masonry in superstructure. | |||||
| 4Centering 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. | |||||
| 5Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | |||||
| 6Providing and laying in position (1:2:4) reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size);In walls (any thickness) including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and structs etc. upto floor five level. | |||||
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