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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC | ₹9.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.7 LRejected-AOC | ₹9.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹9.7 LRejected-AOC | ₹9.7 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ALBERT CHERIAN L1 | MT Satheesh L2 | BABY M J L3 |
|---|---|---|---|---|---|---|
| 1.00Drain | ||||||
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 32.5 | cum | 50 ₹1,625 | 74.2 ₹2,411.50 | 91.64 ₹2,978.30 |
| 1.00 | 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. | 9.75 | cum | 6,500 ₹63,375 | 6,888 ₹67,158 | 6,954.33 ₹67,804.72 |
| 1.00 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 1.95 | cum | 9,000 ₹17,550 | 8,335 ₹16,253.25 | 8,415.08 ₹16,409.41 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 16.9 | cum | 8,000 ₹1.4 L | 7,979 ₹1.3 L | 8,055.99 ₹1.4 L |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 5.13 | cum | 9,500 ₹48,735 | 8,668 ₹44,466.84 | 8,751.67 ₹44,896.07 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.29 | MT | 90,000 ₹26,010 | 94,641 ₹27,351.25 | 95,547.23 ₹27,613.15 |
| 1.01 | OD16001/2025-2026:Labour engaged for cleaning and clearing the site | 15 | each | 900 ₹13,500 | 1,059 ₹15,885 | 1,069.86 ₹16,047.90 |
| 2.00Road work | ||||||
| 2.00 | 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 | 177.75 | cum | 50 ₹8,887.50 | 46.7 ₹8,300.93 | 47.24 ₹8,396.91 |
Tender Value
₹10.3 L
EMD Value
₹25,676
Closing Date
12 Jan 2026, 11:00 amClosed
Assistant Executive Engineer
Assistant Executive Engineer, PWD Roads Subdivision Perumbavoor
Urgent restoration work in Vallom Panamkuzhy road at Ch 1/100 to 6/000 by Airtel
2026_PWD_825094_1
PWD/RB/TR/7458/2025_5_1_1/1
Open Tender
Civil Works - Roads
90 days
Vallom Panamkuzhy road at Ch 1/100 to 6/000
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹25,676
Yes
10 Mar 2026
3 Jan 2026
14 Jan 2026
3 Jan 2026
12 Jan 2026
3 Jan 2026
Amount
Drain
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical 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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD16001/2025-2026:Labour engaged for cleaning and clearing the site
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.
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.
OD189573/2025-2026: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)
OD189572/2025-2026: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)
MT Satheesh (BID ID -2455687)
BABY M J (BID ID -2456157)
Bidder Name
ALBERT CHERIAN
BABY M J
MT Satheesh
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