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Tender Value
₹3.0 Cr
EMD Value
₹6.1 L
Closing Date
9 Jun 2026, 3:00 pm4d left
Executive Engineer
WD VI DDW Margao Goa
Phase-I Interconnection of Distribution Network to newly laid DI Pipeline from Shirvoi MBR to Nanu Farm-Sulcorna in Sanguem Constituency (2nd call).
2026_DDW_29528_1
DDW/WD-VI/TN/2026-27/04 line 01
Open Tender
Civil Works - Water Works
365 days
WD VI DDW Margao Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹6.1 L
2 Jun 2026
2 Jun 2026
10 Jun 2026
2 Jun 2026
9 Jun 2026
2 Jun 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 probhibited in all conglomerates as directed by the Engineer-incharge etc, complete. | 12,577.96 | Cum | 481.5 | ₹60,56,287.74 |
| 2 | Refilling 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. | 12,407.26 | Cu.m | 245 | ₹30,39,778.7 |
| 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. | 2,507 | Sq.m | 1,823 | ₹45,70,261 |
| 4Cutting 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. | |||||
| 4.01 | By Manual Means | - | - | - | - |
| 4.011 | Rural Roads | 2,507 | Sq.m | 410 | ₹10,27,870 |
| 5Supplying 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 . | |||||
| 5.01 | 200 mm dia | 1,600 | Metre | 3,240 | ₹51,84,000 |
| 6Supplying at store or site of work including railway freight carting loading and unloading stacking etc. welded Ductile Iron double flanged pipes - PN16 horizontally cast conforming to IS: 1537-1960 in Class K-9. | |||||
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