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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-AOC 3 56 MELA STREET SANNASIPATTI POOLANKULATHUPATTI TRICHY 620009 | TIRUCHIRAPPALLI | TAMIL NADU | 620009 | ₹6.7 Cr Quoted ₹6.9 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹7.0 Cr+₹11.6 L (1.68%)Rejected-AOC | ₹7.0 Cr+₹11.6 L (1.68%) | L2 | Rejected-AOC Rejected |
| 3 | Not Admitted-Fee/PreQual/Technical NO 888 TVS TOLGATE TIRUCHIRAPPALLI 620 020 | TIRUCHIRAPPALLI | TAMIL NADU | 620020 | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD not received in this office on time.
1) Site verification certificate
2) Machinery working condition certificate
3) Genuineness of similar nature of work experience certificate not uploated.
Hence Not Admitted. |
Tender Value
Refer Docs
EMD Value
₹3.4 L
Closing Date
21 Nov 2023, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, WRD, Middle Cauvery Basin Circle, Subramaniyapuram, Trichy-20
Flood Mitigation works to the left bank of Coleroon river in Anbil village of Lalgudi Taluk in Trichy District
2023_WRD_386807_1
05/2023-24/DO1/ MCBC/ Try/Dt.25.10.2023(1)
Open Tender
Civil Works - Others
Lump-sum
365 days
Lalgudi
Contractors Requirement and Affidavit, Under Taking, Bank Od
4 documents required · 4 mandatory
₹0
₹3.4 L
Yes
13 Jan 2024
8 Nov 2023
22 Nov 2023
8 Nov 2023
21 Nov 2023
8 Nov 2023
Amount
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m and for required additional lift and bailing out water in sand .silt,other loose soil, wet sand or silt not under water light black cotton soil,sandy loam and ordinary soil including excavated earth (SS20B) etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. - Open Excavation For Foundation - Excavation 0 to 2.00 m
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m and for required additional lift and bailing out water in sand .silt,other loose soil, wet sand or silt not under water light black cotton soil,sandy loam and ordinary soil including excavated earth etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. (SS20B)- Open Excavation For Foundation - Excavation 2.00 to 3.00 m
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m and for required additional lift and bailing out water in sand .silt,other loose soil, wet sand or silt not under water light black cotton soil,sandy loam and ordinary soil including excavated earth etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. (SS20B)- Open Excavation For Foundation - Excavation 3.00 to 4.00 m
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m and for required additional lift and bailing out water in sand .silt,other loose soil, wet sand or silt not under water light black cotton soil,sandy loam and ordinary soil including excavated earth etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. (SS20B)- Open Excavation For Foundation - Excavation 4.00 to 5.00 m
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m and for required additional lift and bailing out water in sand .silt,other loose soil, wet sand or silt not under water light black cotton soil,sandy loam and ordinary soil including excavated earth etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. (SS20B)- Open Excavation For Foundation - Excavation 5.00 to 6.00 m
Providing and making Gabion structure with Mechanically Woven Double Twisted Hexagonal shaped wire Mesh Gabion Boxes as per IS 16014:2012, Morth Clause 2500, of required size, Mesh Type 10x12 (D=100mm with tolerance of ± 2%) Zinc + PVC Coated, Mesh Wire diameter 2.7 / 3.7mm, mechanically edged / selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 / 3.2mm (ID/OD), supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200mm, as per drawing, all complete as per directions of Engineer-in-Charge.
Providing and laying needle punched and mechanically bonded Non-woven Geotextiles of Type-I indigenously manufactured from high quality fibres on the prepared subgrade for separation as per MORTH Specification
Dewatering using 20 HP Diesel engine with section and delivery pipe pupset including Hire charges ,Cost of diesel, Engine oil ,Pump operation , Labour charge ,Conveyance of Pumpset and fuel to site of work ,loading ,unloading and other incidental charges etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, excluding breaking clods, sectioning etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
GST at 18%
PNS EARTH MOVERS
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