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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.8 L+₹1,775 (0.23%)Rejected-AOC | L2 | Rejected-AOC l2 | |
| 3 | L3₹8.0 L+₹16,258 (2.09%)Rejected-AOC | L3 | Rejected-AOC l3 | |
| 4 | L4₹8.0 L+₹21,353 (2.74%)Rejected-AOC | L4 | Rejected-AOC l4 |
| Sl No | Description | Qty | Unit | Saraya Contractors L3 | ROJO JOSE L2 | BABU ANTONY L1 | FRANCIS K C L4 |
|---|---|---|---|---|---|---|---|
| 1.00Re-Tarring | |||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 122.63 | sqm | 392.81 ₹48,170.29 | 385.65 ₹47,292.26 Lowest | 418.33 ₹51,299.81 | 395.32 ₹48,478.09 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 102.35 | cum | 62.76 ₹6,423.49 | 61.61 ₹6,305.78 Lowest | 66.84 ₹6,841.07 | 63.16 ₹6,464.43 |
| 1.00 | OD199951/2025-2026:Construction of granular sub-base by providing local material spreading in uniform layers
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for
improving the CBR value of subgrade | 40.94 | cum | 2,180.22 ₹89,258.21 | 2,140.52 ₹87,632.89 | 1,900 ₹77,786 Lowest | 2,194.15 ₹89,828.5 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 975.2 | sqm | 17.74 ₹17,300.05 | 17.42 ₹16,987.98 Lowest | 18.9 ₹18,431.28 | 17.86 ₹17,417.07 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 975.2 | sqm | 284.18 ₹2,77,132.34 | 279.01 ₹2,72,090.55 Lowest | 302.65 ₹2,95,144.28 | 286 ₹2,78,907.2 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 40.94 | cum | 8,626.33 ₹3,53,161.95 | 8,469.24 ₹3,46,730.69 | 8,000 ₹3,27,520 Lowest | 8,681.46 ₹3,55,418.97 |
| 1.01 | OD199952/2025-2026:Engaging Man Coolie | 4 | Day | 1,058.59 ₹4,234.36 | 1,039.31 ₹4,157.24 | 600 ₹2,400 Lowest | 1,065.35 ₹4,261.4 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
21 Aug 2025, 6:00 pmClosed
Assistant Engineer, LSGD Section, Kadukutty GP
Assistant Engineer, LSGD Section, Kadukutty GP
Annual Plan-Annual plan 2025-26 /KDY / Pr No 78/26 Renovation works on Mallanchira Canal bund road -ward 8 /Kadukutty GP/Chalakudy BP-General Civil WorkWork
2025_LSGD_785324_2
T3/AE/LSGD/KDY/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,185
Yes
7 Oct 2025
14 Aug 2025
23 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
Amount
Re-Tarring
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD199951/2025-2026:Construction of granular sub-base by providing local material spreading in uniform layers spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD199952/2025-2026:Engaging Man Coolie
ROJO JOSE (BID ID -2298525)
Saraya Contractors (BID ID -2298351)
FRANCIS K C (BID ID -2297663)
Bidder Name
ROJO JOSE
FRANCIS K C
BABU ANTONY
Saraya Contractors
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