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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | ₹10.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.7 LRejected-AOC | ₹11.7 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JOBY THOMAS L1 | Eldho Varghese L2 |
|---|---|---|---|---|---|
| 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 | 160 | cum | 41.07 ₹6,571.20 | 44 ₹7,040 |
| 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 | 88 | cum | 3,149.62 ₹2.8 L | 3,397 ₹3.0 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. | 24 | cum | 3,015.72 ₹72,377.28 | 3,253 ₹78,072 |
| 1.00 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 48 | cum | 2,381.77 ₹1.1 L | 2,569 ₹1.2 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. | 160 | sqm | 52.1 ₹8,336 | 56 ₹8,960 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 350 | sqm | 10.13 ₹3,545.50 | 10 ₹3,500 |
| 1.01 | OD299586/2024-2025:Labour engaged for cleaning and clearing the site | 11 | each | 930.07 ₹10,230.77 | 1,003 ₹11,033 |
| 1.01 | OD299602/2024-2025:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 KN capacity, finished to required level and grades. By manual means | 350 | sqm | 238.05 ₹83,317.50 | 256 ₹89,600 |
| 1.01 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 51 | cum | 6,045.65 ₹3.1 L | 6,521 ₹3.3 L |
Tender Value
₹13.1 L
EMD Value
₹32,797
Closing Date
25 Oct 2025, 5:00 pmClosed
Executive Engineer PWD Roads Division Muvattupuzha
O/o Executive Engineer PWD Roads Division Muvattupuzha
GSB and WMM, providing cgpc retarring, side berm protection
2025_PWD_811449_1
PWD/RB/TR/5410/2025_5_1_1/1
Open Tender
Civil Works - Roads
90 days
Arakkapady
Please refer Tender doccuments
8 documents required · 8 mandatory
₹2,760
₹32,797
Yes
10 Apr 2026
17 Oct 2025
28 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 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
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.
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
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.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD299586/2024-2025:Labour engaged for cleaning and clearing the site
OD299602/2024-2025:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 KN capacity, finished to required level and grades. By manual means
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
OD299716/2024-2025:hire charges of JCB
Eldho Varghese (BID ID -2407034)
Bidder Name
Eldho Varghese
JOBY THOMAS
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