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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 CrAccepted-AOC NA | NA | NA | 121004 | L1 | Accepted-AOC ok | |
| 2 | L2₹12.9 Cr+₹17.9 L (1.40%)Rejected-AOC | L2 | Rejected-AOC ok | |
| 3 | L3₹13.2 Cr+₹47.8 L (3.75%)Rejected-AOC DISTRICT COUNCIL HAZARIBAGH | HAZARIBAGH | JHARKHAND | 825301 | L3 | Rejected-AOC ok | |
| 4 | Rejected-Technical DUMKA | JHARKHAND | 814101 | - | Rejected-Technical (IIB/5.2(b) |
Tender Value
₹13.3 Cr
EMD Value
₹26.6 L
Closing Date
24 Aug 2024, 5:00 pmClosed
EXECUTIVE ENGINEER, RWD, WORKS DIVISION KODERMA
EXECUTIVE ENGINEER, RWD, WORKS DIVISION KODERMA
Strengthening of Road from (1). Hirodih Fatak to Larabad via Kandrapdih (L-4.900Km.), (2). T01 to Behradih (L-4.350Km.), (3). Kaththadih RCD Road to Mahuatand via Godakhar (L-4.000Km.), (4). NH-31 Jamukhandi to Dhab High School via Kotwardih (L-4.70
2024_RWD_89912_1
RWD/KOD/12/STPKG/02/2023-24
Open Tender
Civil Works
Works
457 days
KODERMA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹26.6 L
17 May 2025
10 Aug 2024
27 Aug 2024
10 Aug 2024
24 Aug 2024
10 Aug 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 | (1). Hirodih Fatak to Larabad via Kandrapdih (L-4.900Km.)
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201. | - | Ha | 19,760.3 | - |
| - | 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. | - | M3 | 131.3 | - |
| - | 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 | 1 | M3 | 2,562.32 | ₹2,559.76 |
| - | Wet Mix Macadam (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 | 2,881.73 | - |
| - | Prime Coat over WMM/WBM (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). | 1 | M2 | 81.61 | ₹81.53 |
| - | Tack Coat on Granular surfaces treated with primer
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. | 1 | M2 | 16.07 | ₹16.05 |
| - | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) as per Technical Specification Clause 503 | - | M2 | 12.97 | - |
| - | Tack Coat on Cement concrete pavement
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | M2 | 19.16 | - |
| - | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)
Bituminous Macadam for GradingII: (19 mm nominal size) | - | M3 | 8,805.36 | - |
| - | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) as per Technical Specification Clause 503 | 1 | M2 | 12.97 | ₹12.96 |
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