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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.5 LRejected-AOC | ₹9.5 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUNIL PAUL L1 | JANIL JACOB L2 |
|---|---|---|---|---|---|
| 1.00Appendix D- Maintenance Works to internal road | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1.35 | cum | 2,646 ₹3,572.10 | 2,690 ₹3,631.50 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 9.89 | cum | 2,558 ₹25,298.62 | 2,598 ₹25,694.22 |
| 1.00 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 1.57 | cum | 3,522 ₹5,547.15 | 3,575 ₹5,630.63 |
| 1.00 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 1.25 | cum | 9,471 ₹11,829.28 | 9,500 ₹11,865.50 |
| 1.00 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 8.84 | cum | 3,092 ₹27,333.28 | 3,100 ₹27,404 |
| 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. | 1,820 | sqm | 12 ₹21,840 | 20 ₹36,400 |
| 1.01 | OD145911/2025-2026:Providing ,laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumin (VG 30) to the required line,grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable HMP of appropriate capacity not less than 8 tonnes/hour.laying and rolling with a smooth wheeled roller 8-10 tonne capacity , and finishing to required level and grade .( without paver) | 1,820 | per sqm | 292 ₹5.3 L | 340 ₹6.2 L |
| 1.01 | 3.13.2.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary Rock (not requiring blasting) - Mechanical Means | 2.13 | cum | 76 ₹161.88 | 90 ₹191.70 |
| 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. | 14 | cum | 7,328 ₹1.0 L | 7,340 ₹1.0 L |
Tender Value
₹8.5 L
EMD Value
₹21,176
Closing Date
9 Oct 2025, 5:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, PWD Building sub division, Palakkad
GENERAL-Urgent rectification works to internal road at AR camp Kallekkad Km 0/00 - 0/750-Civil works-General Civil Work
2025_PWD_802319_1
PWD/BLDG/TR/16731/2025_5_1_1/1
Open Tender
Civil Works - Buildings
120 days
Palakkad
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,176
Yes
13 Jan 2026
26 Sept 2025
13 Oct 2025
26 Sept 2025
9 Oct 2025
26 Sept 2025
Amount
Appendix D- Maintenance Works to internal road
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method
55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
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.
OD145911/2025-2026:Providing ,laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumin (VG 30) to the required line,grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable HMP of appropriate capacity not less than 8 tonnes/hour.laying and rolling with a smooth wheeled roller 8-10 tonne capacity , and finishing to required level and grade .( without paver)
3.13.2.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary Rock (not requiring blasting) - 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.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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)
OD146529/2025-2026:Engaging Man Mazdoor for clearing the site and removing debris
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
JANIL JACOB (BID ID -2379737)
Bidder Name
SUNIL PAUL
JANIL JACOB
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