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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.6 LAdmitted-Finance H NO 243 TILAMOL QUEPEM GOA | QUEPEM | GOA | -20.00% | ₹9.6 L | L1 | Admitted-Finance |
| 2 | L1₹9.6 LAdmitted-Finance | -20.00% | ₹9.6 L | L1 | Admitted-Finance |
| 3 | L1₹9.6 LAdmitted-Finance PANJORCORNI CUNCOLIM SALCETE GOA | NORTH GOA | GOA | 403001 | -20.00% | ₹9.6 L | L1 | Admitted-Finance |
Tender Value
₹12.0 L
EMD Value
₹23,908
Closing Date
9 Apr 2026, 3:00 pmClosed
Executive Engineer
WD VI DDW Margao Goa
Improvement of water supply including shifting of pipelines at Sainagar in V.P.Xeldem in Curchorem Constituency.
2026_DDW_28431_1
DDW/WD-VI/TN/2025-26/09 line 03
Open Tender
Civil Works - Water Works
50 days
WD VI DDW Margao Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹23,908
23 Apr 2026
31 Mar 2026
10 Apr 2026
31 Mar 2026
9 Apr 2026
31 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 |
|---|---|---|---|---|---|
| 1Earth 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 probhibited in all conglomerates as directed by the Engineer-incharge etc, complete. | |||||
| 2Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m 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. | |||||
| 2.01 | By Manual Means | - | - | - | - |
| 2.011 | Rural Roads | - | Sq.m | - | - |
| 3Supplying 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 | |||||
| 3.01 | 63 mm dia | - | Metre | - | - |
| 3.02 | 90 mm dia | - | Metre | - | - |
| 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 | 63 mm OD | - | Metre | - | - |
| 4.02 | 90 mm OD | - | Metre | - | - |
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