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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Finance 54 B BAMONSAI SANGUEM SOUTH GOA 403 704 | SOUTH GOA | GOA | 403704 | -20.00% | ₹9.2 L | L1 | Admitted-Finance |
| 2 | L1₹9.2 LAdmitted-Finance 140 IGRAMOL QUEPEM GOA | -20.00% | ₹9.2 L | L1 | Admitted-Finance |
Tender Value
₹11.5 L
EMD Value
₹20,104
Closing Date
13 Aug 2026, 3:00 pmClosed
Executive Engineer
W.D VI DDW Margao
Extension/Shifting of distribution pipeline at caralem and surrounding areas in Quepem Muncipal area in Quepem constituency.
2026_DDW_30891_1
DDW/WD-VI/TN/2025-26/09 line 06
Open Tender
Civil Works - Water Works
Percentage
60 days
W.D VI DDW Margao
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹20,104
28 Aug 2026
6 Aug 2026
14 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 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 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.m on plan including dressing of sides ramming of bottoms for all lead and lift including setting out the excavated soil & disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting prohibited in all conglomerates as directed by the Engineer-in-charge etc, complete. | 209.16 | Cu.m | 481.5 | ₹1,00,710.54 |
| 2Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight carting loading and unloading stacking transit insurance etc. complete Conforming to IS: 4985-2000 and bearing ISI mark Class 6 kg/cm2. | |||||
| 2.01 | 90 mm dia | 498 | Metre | 222 | ₹1,10,556 |
| 3Cutting 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. | |||||
| 3.01 | By Manual Means :
Rural Roads | 298.8 | Sq. m | 410 | ₹1,22,508 |
| 4Conveying carefully from stack at site 250m from both sides rolling and lowering in trenches laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge | |||||
| 4.01 | 90 mm dia | 498 | Metre | 4 | ₹1,992 |
| 5Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3 including hydraulic testing of joints as directed by the engineer in-charge. | |||||
| 5.01 | 90 mm dia | 83 | Each | 26 | ₹2,158 |
| 6Supplying at store or site of work including railway freight carting loading unloading stacking etc. C. I. Sluice valve conforming to IS : 14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 (Class B ) | |||||
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