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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.6 LAdmitted-Finance H NO 502 D LIMA WADDO ARADI SOCCORRO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403001 | -20.00% | ₹8.6 L | L1 | Admitted-Finance |
| 2 | L1₹8.6 LAdmitted-Finance H NO 923 31 NEAR SOCORRO PANCHAYAT PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403001 | -20.00% | ₹8.6 L | L1 | Admitted-Finance |
| 3 | L1₹8.6 LAdmitted-Finance H NO 17 98 62 T R RESIDENCY DONDREM BHAT TALEIGAO TISWADI GOA | -20.00% | ₹8.6 L | L1 | Admitted-Finance |
Tender Value
₹10.7 L
EMD Value
₹21,482
Closing Date
20 Jul 2026, 3:00 pmClosed
Executive Engineer WD-I
o/o Executive Engineer WD-I DDW, St. Inez, Panaji
Interconnection of 400mm dia. CI pipeline by 250 mm dia. DI pipeline at Chimbel junction in Panaji Constituency.
2026_DDW_30210_1
DDW/DI/ASW/ 09 /26-27 Line5
Open Tender
Civil Works - Water Works
Percentage
30 days
Panaji
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹21,482
22 Jul 2026
10 Jul 2026
21 Jul 2026
10 Jul 2026
20 Jul 2026
10 Jul 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 |
|---|---|---|---|---|---|
| 1Cutting the bituminous road for laying the pipeline in trenches including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge. | |||||
| 1.01 | a) By Manual Means | - | - | - | - |
| 1.02 | 1) District Road, State highway, National highway and roads of similar standards | 33 | Sq.m | 410 | ₹13,530 |
| 2Earthwork 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. | |||||
| 2.01 | a) Hard rock where blasting prohibited | 41.33 | Cu.m | 1,169 | ₹48,314.77 |
| 3Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS: 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS: 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 . | |||||
| 3.01 | Nominal Diameter in mm | - | - | - | - |
| 3.02 | a) 250mm dia | 44 | Metre | 4,349 | ₹1,91,356 |
| 3.03 | b) 400mm dia | 5.5 | Metre | 8,234 | ₹45,287 |
| 4Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints, including tack welding for mild steel pipes for water supply pipeline complete in all respects as per the direction of the engineer in-charge | |||||
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