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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | ₹8.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.8 LRejected-AOC | ₹8.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JOBY THOMAS L2 | ANILKUMAR K S L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 3.6:Excavation for roadwork 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 1000m | 136.62 | cum | 46.86 ₹6,402.01 | 46.67 ₹6,376.06 |
| 1.00 | 3.19.1: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 Compacting original ground supporting sub-grade construction. | 136.62 | cum | 64.89 ₹8,865.27 | 64.62 ₹8,828.38 |
| 1.00 | 4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method | 68.31 | cum | 3,221.83 ₹2.2 L | 3,208.47 ₹2.2 L |
| 1.00 | 4.12: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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 67.5 | cum | 3,127.92 ₹2.1 L | 3,114.96 ₹2.1 L |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 455.4 | sqm | 61.22 ₹27,879.59 | 60.97 ₹27,765.74 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 455.4 | sqm | 13.35 ₹6,079.59 | 13.29 ₹6,052.27 |
| 1.01 | OD185187/2024-2025:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface manually to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) unit =cum Taking output = 205 cum (450 tonnes) | 22.77 | cum | 7,598.07 ₹1.7 L | 7,566.58 ₹1.7 L |
| 1.01 | OD185186/2024-2025:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying manually to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification
clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) | 18.51 | cum | 12,152.5 ₹2.2 L | 12,102.31 ₹2.2 L |
Tender Value
₹9.1 L
EMD Value
₹22,756
Closing Date
7 Apr 2025, 11:00 amClosed
Assistant Exceutive Engineer
O o Office of the Assistant Executive Engineer Roads Sub Division Perumbavoor
Earth work GSB WMM BM BC
2025_PWD_756951_1
PWD/RB/TR/21170/2024_5_1_1/1
Open Tender
Civil Works - Roads
90 days
Perumbavoor
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,010
Yes
₹22,756
Yes
22 Jun 2026
29 Mar 2025
9 Apr 2025
29 Mar 2025
7 Apr 2025
29 Mar 2025
Amount
Road work
3.6:Excavation for roadwork 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 1000m
3.19.1: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 Compacting original ground supporting sub-grade construction.
4.1.A.2:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
4.12: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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
OD185187/2024-2025:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface manually to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) unit =cum Taking output = 205 cum (450 tonnes)
OD185186/2024-2025:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying manually to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
JOBY THOMAS (BID ID -2188617)
Bidder Name
ANILKUMAR K S
JOBY THOMAS
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