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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.1 LRejected-AOC | ₹4.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹4.1 LRejected-Finance | ₹4.1 L | L3 | Rejected-Finance L3 |
| 4 | L4₹4.3 LRejected-Finance | ₹4.3 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SHAIBY SEBASTIAN L2 | Shijo Joseph L3 | JOSHI L4 | JOJI AUGUSTINE L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Tarring | |||||||
| 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. | 69.75 | cum | 62.75 ₹4,376.81 | 64.74 ₹4,515.62 | 70 ₹4,882.50 | 63.36 ₹4,419.36 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 69.75 | cum | 3,407.32 ₹2.4 L | 3,461.3 ₹2.4 L | 3,500 ₹2.4 L | 3,330 ₹2.3 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 465 | sqm | 73.28 ₹34,075.20 | 74.42 ₹34,605.30 | 75 ₹34,875 | 72.96 ₹33,926.40 |
| 1.00 | 5.2.3a:Tack Coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 465 | sqm | 14.86 ₹6,909.90 | 16.1 ₹7,486.50 | 17 ₹7,905 | 15.84 ₹7,365.60 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 465 | sqm | 269.19 ₹1.3 L | 272.16 ₹1.3 L | 288 ₹1.3 L | 260 ₹1.2 L |
Tender Value
₹4.2 L
EMD Value
₹10,576
Closing Date
31 Dec 2025, 5:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER LID EW SECTION EAST ELERI GRAMA PANCHAYAT
Anual Plan-East Eleri GP-2025-26- Project No - 377/26 -Ponkal Hillvew Road Tarring - General Civil Work
2025_LSGD_823290_6
05/2025/AE/LIDEW/EEGP
Open Tender
Civil Works - Roads
EAST ELERI
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,576
Yes
8 May 2026
23 Dec 2025
2 Jan 2026
23 Dec 2025
31 Dec 2025
23 Dec 2025
Amount
Road Tarring
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.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
SHAIBY SEBASTIAN (BID ID -2450653)
Shijo Joseph (BID ID -2450663)
JOSHI (BID ID -2450486)
Bidder Name
JOSHI
SHAIBY SEBASTIAN
JOJI AUGUSTINE
Shijo Joseph
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