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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.3 LAccepted-AOC 54 B BAMONSAI SANGUEM SOUTH GOA 403 704 | SOUTH GOA | GOA | 403704 | ₹7.3 L | 1 | Accepted-AOC Being lowest bidder |
Tender Value
₹7.2 L
EMD Value
₹14,416
Closing Date
27 Apr 2026, 3:00 pmClosed
Executive Engineer
WD VI DDW Margao Goa
Extension of 63mm PVC pipeline from main road Potrem to Vagapet in VP Bhati in Sanguem constituency under SD II/ WDVI, DDW, Sanguem-Goa.
2026_DDW_28770_1
DDW/WD-VI/TN/2026-27/03 line 09
Open Tender
Civil Works - Water Works
Percentage
90 days
WD VI DDW Margao Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹14,416
2 Sept 2026
17 Apr 2026
28 Apr 2026
17 Apr 2026
27 Apr 2026
17 Apr 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. | |||||
| 2Refilling the pipeline/foundation trenches plinth sides foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | |||||
| 3Cutting 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. | |||||
| 3.01 | By Manual Means | - | - | - | - |
| 3.011 | Rural Roads | - | Sq.m | - | - |
| 4Repairs 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. | |||||
| 4.01 | Rural road. | - | Sq.m | - | - |
| 5Supplying 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 | |||||
| 5.01 | 63 mm dia | - | Metre | - | - |
| 6Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. galvanized mild steel continuous weld tubes conforming to IS:1239 (part II) 1975, with latest amendments, screwed at both the ends as per IS: 554-pipe threads, one end fitted with socket other end with plastic protection ring at random length 4-7 metres. Class C | |||||
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