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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC AT 334 SCHOOLDANGA BANKURA 722101 | BANKURA | WEST BENGAL | 722101 | L1 | Accepted-AOC ok | |
| 2 | L2₹1.5 Cr+₹8.9 L (6.34%)Rejected-Finance 21 91 N S ROAD NEAR OLD L M HOSPITAL P O ASANSOL DIST BURDWAN W PIN 713301 | ASANSOL | BARDWAN | WEST BENGAL | 713301 | L2 | Rejected-Finance EMD TO BE REFUND | |
| 3 | L3₹1.5 Cr+₹8.9 L (6.37%)Rejected-Finance VILL P O DOMOHANI BAZAR DIST PASCHIM BARDHAMAN PIN 713334 | SRIPALLY | PASCHIM BARDHAMAN | WEST BENGAL | 713334 | L3 | Rejected-Finance EMD TO BE REFUND | |
| 4 | Not Admitted-Fee/PreQual/Technical 19 B T ROAD BELGHORIA KOLKATA 700056 | 24 PARAGANAS NORTH | WEST BENGAL | 700056 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
22 Nov 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer ADDA Asansol
Vivekananda Sarani, Senraleigh Road, Near Kalyanpur Housing More Asansol -713305.
Construction of bituminous road from Binod Bundh to Ranisayer under ward No 99 of AMC in the district of Paschim Bardhaman
2024_ADDA_761449_1
ADDA/ASN/ED/NIt-20(2024-2025)
Open Tender
CIVIL WORKS
Percentage
180 days
ADDA Office Asansol
Please refer as uploaded documents
3 documents required · 3 mandatory
₹0
₹3.0 L
6 Apr 2026
5 Oct 2024
25 Nov 2024
5 Oct 2024
22 Nov 2024
5 Oct 2024
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 |
|---|---|---|---|---|---|
| 1Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flanks as necessary or on berm to approximate grade & camber and rolling the sub grade with power roller to proper camber and grade as per direction and satisfaction of Engineer - in Charge including uprooting and removing plants and jungles when and where necessary. | |||||
| 1.1 | Depth upto 150 mm | 3,235 | sqm | 14.4 | ₹46,584 |
| 2 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. | 6,788 | sqm | 12.2 | ₹82,813.6 |
| 3 | Excavation in soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 meters : Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers , trimming bottom and side slopes , in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m as per Clause 301 of Specifications for Road & Bridge Works of MoORT& H (5th Revision) (Mode of measurement : pre works and post works) | 338 | cum | 37.3 | ₹12,607.4 |
| 4Construction of subgrade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading , grading to required slope and compactited to meet requirement of Table 300.2 with lead upto 1000 m as per Techinacal Specification clause 303.1 for Rural Roads of MORD. (By Borrow pit measurement.) | |||||
| 4.1 | Carriage up to total lead of 1.0 Km | 950 | cum | 249.1 | ₹2,36,645 |
| 5 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including including lighting, guarding, barricading and making adequate wearthen bundth where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. | 338 | cum | 785.06 | ₹2,65,350.28 |
| 6 | Supplying, spreading and consolidating stone dust to depth of 100 mm and above at desired density & C.B.R. as per specification with power roller to proper gradient and camber, including watering as necessary & lighting, guarding, barricading and making adequate wearthen bundth where necessary to protect the edges & curing with water for 2 to 3 days mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. | 752 | cum | 1,729.14 | ₹13,00,313.28 |
| 7Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials , machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRTH (5 th Revision). [By Mix in place Method] | |||||
| 7.1 | Grading - IV | 1,306 | cum | 1,658.03 | ₹21,65,387.18 |
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tech_bid_open.pdf
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