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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MAVILAKANDY SHAJEE L1 | Nived M. L2 |
|---|---|---|---|---|---|
| 1.00Re-Tarring | |||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 3.66 | cum | 466.62 ₹1,707.83 Lowest | 487.83 ₹1,785.46 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 66.47 | sqm | 340.61 ₹22,639.67 Lowest | 356.24 ₹23,678.56 |
| 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 | 13.95 | cum | 3,855.06 ₹53,778.09 Lowest | 4,030.29 ₹56,222.55 |
| 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 | 186 | sqm | 88.23 ₹16,410.78 Lowest | 92.24 ₹17,156.64 |
| 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. | 186 | sqm | 20.64 ₹3,839.04 Lowest | 21.57 ₹4,012.02 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 894 | sqm | 17.22 ₹15,394.68 Lowest | 18 ₹16,092 |
| 1.01 | 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) | 1,080 | sqm | 321.06 ₹3,46,744.8 Lowest | 335.65 ₹3,62,502 |
| 1.01 | OD185894/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete | 1 | each | 3,961.87 ₹3,961.87 Lowest | 4,141.75 ₹4,141.75 |
| 1.01 | 10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman | 625 | cm | 1.53 ₹956.25 Lowest | 1.6 ₹1,000 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
1 Sept 2025, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER OFFICE OF ASSISTANT ENGINEER
Annual Plan-Kadambur GP-198/2025-26- ADOOR PALAM MALIKAPARAM ROAD RE -TARRING REMAINING PORTIONG
2025_LSGD_790096_5
AE/LIDEW/KGP/TN-01-09/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KANNUR KADAMBUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,578
Yes
28 Oct 2025
23 Aug 2025
3 Sept 2025
23 Aug 2025
1 Sept 2025
23 Aug 2025
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