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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.3 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹37.5 Cr+₹2.2 Cr (6.31%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical LUCKNOW | UTTAR PRADESH | 226020 | - | Rejected-Technical Non Responsive | |
| 4 | Rejected-Technical PREM KUNJ APARTMENT FLAT NO 3C MPD ROAD JAGDISHPUR BHAGALPUR BIHAR | BHAGALPUR | BIHAR | 811211 | - | Rejected-Technical Non Responsive |
Tender Value
₹35.8 Cr
EMD Value
₹71.6 L
Closing Date
20 Jul 2024, 5:00 pmClosed
EXECUTIVE ENGINEER RWD(W) DIVISION, CHAIBASA
EXECUTIVE ENGINEER RWD(W) DIVISION, CHAIBASA
Construction of road from Kuira to Hathiburu Husipi to Boram Via Maradiri Length- 24.940 K.M.
2024_RWD_88039_1
01/2024-25/RWD/EE/CHAIBASA
Open Tender
Civil Works - Roads
Percentage
450 days
CHAIBASA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹71.6 L
Yes
5 Oct 2024
10 Jul 2024
22 Jul 2024
10 Jul 2024
20 Jul 2024
10 Jul 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 |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. | 1 | Ha. | 19,760.3 | ₹19,740.54 |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. | 1 | Ha. | 88,499.5 | ₹88,411 |
| 3 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. | - | m3 | 52.6 | - |
| 4 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m | - | m3 | 62.4 | - |
| 5 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 | 1 | m3 | 61.48 | ₹61.42 |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. | 0.29 | m3 | 131.3 | ₹38.08 |
| 7 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (By Mix in Place Method) With Grading-I Material | 0.4 | m3 | 3,792.94 | ₹1,513.38 |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | m3 | 4,173.38 | - |
| 9 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means | - | m2 | 82.3 | - |
| 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | m2 | 16.31 | - |
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