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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 CrAccepted-Finance H NO 1749 3 SKY AVENUE VIDHYA NAGAR NEAR VIDHYA PRABHODINI SCHOOL PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403001 | ₹9.7 Cr | L1 | Accepted-Finance being quoted lowest and stands L1 Accepted |
| 2 | L2₹10.0 Cr+₹34.2 L (3.53%)Rejected-Finance | ₹10.0 Cr+₹34.2 L (3.53%) | L2 | Rejected-Finance being quoted high and stands L2 rejected |
| 3 | l3₹10.5 Cr+₹78.3 L (8.09%)Rejected-Finance 1148 E SYKES EXTENSION KOLHAPUR 416001 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416001 | ₹10.5 Cr+₹78.3 L (8.09%) | l3 | Rejected-Finance being quoted high and stands L3 rejected |
| 4 | L4₹10.7 Cr+₹1.0 Cr (10.6%)Rejected-Finance CARDOZO BUIL NR KTC BUS STAND PANAJI GOA 403001 | PANAJI | NORTH GOA | GOA | 403001 | ₹10.7 Cr+₹1.0 Cr (10.6%) | L4 | Rejected-Finance being quoted high and stands L4 rejected |
| 5 | L5₹10.9 Cr+₹1.2 Cr (12.7%)Rejected-Finance | ₹10.9 Cr+₹1.2 Cr (12.7%) | L5 | Rejected-Finance being quoted high and stands L5 rejected |
Tender Value
₹11.3 Cr
EMD Value
₹21.3 L
Closing Date
3 Mar 2025, 3:00 pmClosed
Executive Engineer
Office of Executive Engineer IX PHE PWD FatordaMargao Goa. Mobile No. 9271144509
Replacement of old and aged conveying and distribution AC pipelines with DI and OPVC pipelines in VP Curtorim in Curtorim constituency
2025_PWD_20095_1
PWD IX /2062/18/2024-25 line01
Open Tender
Civil Works - Water Works
Percentage
365 days
curtorim
Please refer Tender documents.
6 documents required · 6 mandatory
₹40,000
₹21.3 L
19 Mar 2025
17 Feb 2025
6 Mar 2025
17 Feb 2025
3 Mar 2025
17 Feb 2025
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 | Earthwork in excavation by mechanical means (hydraulic excavator) in foundation pipeline trenches ,drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, for all lead and lift upto 1.5 m including setting out the excavated soil and disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officers in all types strata comprising any of the materials such as soil ,silt ,sand ,clay ,gravel murum of all conglomerated laterite rock,soft rock fractured shattered decompose rock or weathered rock and all such other materials as discribed under appendix A to this specification either in full or in parts as the case may be adopting any approved method of methods as may be convinent or permitted inclusive of chiselling wedging etc blasting prohibitted in all conglomerates as directed by engineer in charge etc .complete | 15,838.5 | Cu.m | 0.82 | ₹12,946.42 |
| 2 | Cutting 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.By Manual Means :Rural Roads | 12,988.5 | sq.m | 410 | ₹53,25,285 |
| 3 | 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 | 15,364.08 | Cu.m | 245 | ₹37,64,199.6 |
| 4 | Repairs 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. Rural Roads | 13,320 | sq.m | 1,823 | ₹2,42,82,360 |
| 5 | Supplying 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 . Nominal Diameter in mm ,200 | 10,879 | metre | 3,240 | ₹3,52,47,960 |
| 6 | Supplying 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 . Nominal Diameter in mm ,100 | 4,576 | metre | 1,696 | ₹77,60,896 |
| 7Supplying at store or site of work including freight, loading, unloading and stacking at site Oriented PVC (PVC-O) ring fit type pipes having orientation class 500, conforming to ISO 16422-2014, and IS 16647-2017, with integral homogeneous spigot having elastomeric sealing ring made of EPDM rubber (one per pipe). PN 16 | |||||
| 7.01 | Size in mm -OD,110 | 7,380 | metre | 1,184 | ₹87,37,920 |
| 8Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminous paint complete. | |||||
| 8.01 | Double Socket Tee with Branch Flange,Nominal Diameter in mm ,200x80 | 20 | each | 5,889 | ₹1,17,780 |
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