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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.6 LAdmitted-Finance 2810 TOLLEBAND MARGAO GOA | SOUTH GOA | GOA | 403103 | -20.00% | ₹9.6 L | L1 | Admitted-Finance |
Tender Value
₹12.0 L
EMD Value
₹23,973
Closing Date
9 Apr 2026, 3:00 pmClosed
Executive Engineer
WD VI DDW Margao Goa
Urgent replacement of 80mm GI Pipeline with 90 mm PVC pipeline from Vichundrem Pump House to Devrem 50m3 GLR at VP Netravalim in Sanguem Constituency.
2026_DDW_28445_1
DDW/WD-VI/TN/2025-26/10 line 03
Open Tender
Civil Works - Water Works
90 days
WD VI DDW Margao Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹23,973
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 | - | - |
| 3Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge. | |||||
| 3.01 | Rural road. | - | Sq.m | - | - |
| 4Supplying 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 10 kg/cm2 | |||||
| 4.01 | 90 mm dia | - | Metre | - | - |
| 5Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight carting loading and unloading and stacking etc. complete. | |||||
| 5.01 | Elbow PN 10 (10kg/cm2) | - | - | - | - |
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