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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | ₹4.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.6 LRejected-AOC | ₹4.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PRAMODKUMAR .G L1 | MUKUNDAN K L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 32.7 | cum | 66.84 ₹2,185.67 | 70 ₹2,289 |
| 1.00 | 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 with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 13.08 | cum | 3,337.88 ₹43,659.47 | 4,000 ₹52,320 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 16.35 | cum | 9,563.75 ₹1.6 L | 9,700 ₹1.6 L |
| 1.00 | OD378467/2025-2026: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 broken stone and compacting
with power roller to get a compact surface (Based on MORTH ROAD spec.55.8.a) | 4.83 | cum | 8,306.25 ₹40,160.72 | 8,500 ₹41,097.50 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 600 | sqm | 302.65 ₹1.8 L | 310 ₹1.9 L |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 600 | sqm | 18.9 ₹11,340 | 20 ₹12,000 |
| 1.01 | OD378477/2025-2026:Supplying and Providing read made GI name board with all conveyance , labour and hire charges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, frame ,0.6 mm thick Iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer ,lettering with suitable colour and size ,fixing the post in ground with CC 1:2:4 etc complete. | 1 | each | 2,700 ₹2,700 | 3,000 ₹3,000 |
Tender Value
₹4.4 L
EMD Value
₹10,953
Closing Date
7 Nov 2025, 3:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer LID EW Sub Division Kollengode Block Panchayat
Annual Plan Kollengode Block Panchayath 2025 26 Anamari Onurpallam Kuttipallam road in Muthalamada GP Project no 260 General Civil Work
2025_LSGD_817083_7
03/AE/E-TENDER/2025-26
Open Tender
Civil Works - Roads
240 days
Kollengode Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹970
Yes
₹10,953
Yes
13 Mar 2026
31 Oct 2025
10 Nov 2025
31 Oct 2025
7 Nov 2025
31 Oct 2025
Amount
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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 with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD378467/2025-2026: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 broken stone and compacting with power roller to get a compact surface (Based on MORTH ROAD spec.55.8.a)
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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.
OD378477/2025-2026:Supplying and Providing read made GI name board with all conveyance , labour and hire charges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, frame ,0.6 mm thick Iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer ,lettering with suitable colour and size ,fixing the post in ground with CC 1:2:4 etc complete.
MUKUNDAN K (BID ID -2431532)
Bidder Name
PRAMODKUMAR .G
MUKUNDAN K
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