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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹6.1 LRejected-AOC | ₹6.1 L | L2 | Rejected-AOC Second Lowest Bidder |
| Sl No | Description | Qty | Unit | vrajan L1 | PRAMOD T P L2 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 1.00 | OD455364/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface | 4.99 | cum | 8,138.2 ₹40,609.62 | 8,150 ₹40,668.5 |
| 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. | 990 | sqm | 18.89 ₹18,701.1 | 20 ₹19,800 |
| 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) | 990 | sqm | 289.21 ₹2,86,317.9 | 300 ₹2,97,000 |
| 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. | 30.6 | cum | 66.84 ₹2,045.3 | 70 ₹2,142 |
| 1.00 | OD455365/2025-2026:(From MORD_4.1.A.1__Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method and compacting with rammer to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 15.3 | cum | 3,144.42 ₹48,109.63 | 3,150 ₹48,195 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 20.66 | cum | 9,554 ₹1,97,337.87 | 9,560 ₹1,97,461.8 |
Tender Value
₹5.9 L
EMD Value
₹14,828
Closing Date
9 Mar 2026, 2:00 pmClosed
AE AMBGP
AE OFFICE AMBALAPPARA GP
Annual Plan-AMB GP 2025-26 Modamkkattil Road Ward 20-MGR-700000/--(PROJECT NO-40)-General Civil Work
2026_LSGD_842272_1
ET-10(I)/AE/LIDEW/AMBGP/25-26
Open Tender
Civil Works - Roads
240 days
AMBALAPPARA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,310
Yes
₹14,828
Yes
26 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Road Renovation
OD455364/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface
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)
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.
OD455365/2025-2026:(From MORD_4.1.A.1__Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method and compacting with rammer to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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