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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC | ₹15.7 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹16.0 LRejected-AOC | ₹16.0 L | L2 | Rejected-AOC Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Work Experience Certificate is not uploaded as per NIT. |
| 4 | Rejected-Technical 1901 VASUNDHARA HEIGHT PLOT NO 5 SECTOR 11 SANPADA NAVI MUMBAI 400705 | NAVI MUMBAI | THANE | MAHARASHTRA | 400705 | - | - | Rejected-Technical GST Certificate, PTE Certificate and Work Experience Certificate are not uploaded as per NIT. |
| Sl No | Description | Qty | Unit | K D PATIL AND CONSTRUCTION L1 | N G PATIL AND CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 0.00M&R to EDS in Taloja Industrial Area... Urgent replacement of the old damaged HDPE pipeline patch on effluent collection rising main from Taloja Phase II sump to CETP Taloja near plot No. K-12 | |||||
| 1.00 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | 200 | Cubic Meter | 217.35 ₹43,470 | 221.7 ₹44,340 |
| 2.00 | Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means | 200 | Cubic Meter | 327.6 ₹65,520 | 334.15 ₹66,830 |
| 3.00 | Providing High Density Polyethylene Pipes suitable for Working Pressure of 6 kg/cm2, confirming to BIS-14333 latest ammendment, in 12m length, Extruded from Certified PE-100 High Stress Crack Resistance Pre compounded Granules, transporting to site of work, including all labour/machinery required for handling and making proper Pipe Stacks at site. (Excluding GST) | 70 | Running Meter | 16,000 ₹11.2 L | 16,320 ₹11.4 L |
| 4.00 | Providing & Laying jointing single HDPE Stub ends | 4 | Per No | 54,000 ₹2.2 L | 55,080 ₹2.2 L |
| 5.00 | Providing & fixing SS 316 L slip on flange conforming to BS-10 table D including all labour material etc complete. | 4 | Per No | 16,000 ₹64,000 | 16,320 ₹65,280 |
| 6.00 | Providing & fixing M-24 x250 MM long SS316 l studs with two nuts and two washers…. | 32 | Per No | 700 ₹22,400 | 714 ₹22,848 |
| 7.00 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 1 | Lumpsum | 36,000 ₹36,000 | 38,213.28 ₹38,213.28 |
Tender Value
₹15.7 L
EMD Value
₹15,700
Closing Date
9 Dec 2025, 5:00 pmClosed
Executive Engineer, MIDC Alibag Division, Alibag
Office of the Executive Engineer, MIDC Division, Alibag
M and R to EDS in Taloja Indl. Area... Urgent replacement of the old damaged HDPE pipeline patch on effluent collection rising main from Taloja Phase II sump to CETP Taloja near plot No. K-12
2025_MIDC_1250123_1
ETN No.63/02 for 2025-2026
Open Tender
Civil Works
30 days
Taloja
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,080
₹15,700
13 Feb 2026
25 Nov 2025
11 Dec 2025
25 Nov 2025
9 Dec 2025
3 Dec 2025
25 Nov 2025 - 28 Nov 2025
Amount
M&R to EDS in Taloja Industrial Area... Urgent replacement of the old damaged HDPE pipeline patch on effluent collection rising main from Taloja Phase II sump to CETP Taloja near plot No. K-12
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means
Providing High Density Polyethylene Pipes suitable for Working Pressure of 6 kg/cm2, confirming to BIS-14333 latest ammendment, in 12m length, Extruded from Certified PE-100 High Stress Crack Resistance Pre compounded Granules, transporting to site of work, including all labour/machinery required for handling and making proper Pipe Stacks at site. (Excluding GST)
Providing & Laying jointing single HDPE Stub ends
Providing & fixing SS 316 L slip on flange conforming to BS-10 table D including all labour material etc complete.
Providing & fixing M-24 x250 MM long SS316 l studs with two nuts and two washers….
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
N G PATIL AND CONSTRUCTION (BID ID -7081887)
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