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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.0 LAccepted-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹3.0 L | l1 | Accepted-AOC l1 |
| 2 | l2₹3.1 LRejected-AOC MELARCODE PALAKKAD | PALAKKAD | KERALA | 672122 | ₹3.1 L | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | C.K.BABU L2 | NIKHIL. C .K L1 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | OD338671/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding
15cm deep and disposal of rubbish lead up to 50m and lift upto 1.50m (created from DAR
2.28.1) | 136.8 | sqm | 38.54 ₹5,272.27 | 36.7 ₹5,020.56 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 31.92 | cum | 3,937.5 ₹1,25,685 | 3,750 ₹1,19,700 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 425.6 | sqm | 84.32 ₹35,886.59 | 80.3 ₹34,175.68 |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 425.6 | sqm | 19.74 ₹8,401.34 | 18.8 ₹8,001.28 |
| 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) | 425.6 | sqm | 317.73 ₹1,35,225.89 | 302.6 ₹1,28,786.56 |
Tender Value
Refer Docs
EMD Value
₹7,395
Closing Date
7 Feb 2026, 11:00 amClosed
The Assistant Engineer, LSGD Section,
The Assistant Engineer, LSGD Section,
Elavanchery GP - Proj No260/2025-26-Elanthikolumb Koduvalppara Canalbund Road Maintenance in Ward 12
2026_LSGD_832030_9
T8/2025/AE/LIDEW/ELY/GP
Open Tender
Civil Works - Roads
270 days
ELEVENCHERY
Please refer Tender documents.
8 documents required · 8 mandatory
₹655
Yes
₹7,395
Yes
25 Mar 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
Road Maintenance
OD338671/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift upto 1.50m (created from DAR 2.28.1)
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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
75.5.2.3pb: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 granular surfaces treated with primer & 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 <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)
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