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Tender Value
₹72.0 L
EMD Value
₹1.4 L
Closing Date
29 Sept 2026, 3:00 pm2d left
Executive Engineer
WD VI DDW Margao Goa
Laying of 150mm DI pipeline from Xelpem to Dabamol in VP Uguem in Sanguem Constituency.
2026_DDW_31939_1
DDW/WD-VI/TN/2026-27/11 line 01
Open Tender
Civil Works - Water Works
Percentage
60 days
WD VI DDW Margao Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.4 L
23 Sept 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
29 Sept 2026
23 Sept 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. | 1,600 | Cu. M | 481.5 | ₹7,70,400 |
| 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. | 1,564.68 | Cu.m | 245 | ₹3,83,346.6 |
| 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 : | - | - | - | - |
| 3.011 | Rural Roads | 160 | Sq. M | 410 | ₹65,600 |
| 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 | 160 | Sq. M | 1,823 | ₹2,91,680 |
| 5 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 2.61 | Cu.m | 2,211 | ₹5,770.71 |
| 6Supplying 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 . | |||||
| 6.01 | 150mm dia | 2,000 | Metre | 2,411 | ₹48,22,000 |
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BOQ_32327.xls
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