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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹10.4 L+₹43,496.05 (4.35%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Moideen.E L1 | TARIKH ANVAR E L2 |
|---|---|---|---|---|---|
| 1.00Renovation Works | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 536.25 | sqm | 16.01 ₹8,585.36 Lowest | 16.01 ₹8,585.36 Lowest |
| 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 | 64.84 | cum | 3,750.64 ₹2,43,184 Lowest | 3,750.64 ₹2,43,184 Lowest |
| 1.00 | OD144351/2025-2026: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. | 1.63 | cum | 8,306.25 ₹13,547.49 Lowest | 9,000 ₹14,679 |
| 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 | 432.25 | sqm | 80.37 ₹34,739.93 Lowest | 80.37 ₹34,739.93 Lowest |
| 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. | 432.25 | sqm | 18.9 ₹8,169.53 Lowest | 18.9 ₹8,169.53 Lowest |
| 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. | 118.3 | sqm | 18.9 ₹2,235.87 Lowest | 18.9 ₹2,235.87 Lowest |
| 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) | 578.64 | sqm | 302.65 ₹1,75,126.3 Lowest | 302.65 ₹1,75,126.3 Lowest |
| 1.01 | 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. | 6.56 | cum | 66.84 ₹438.67 Lowest | 66.84 ₹438.67 Lowest |
| 1.01 | OD144355/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material | 26.51 | cum | 3,144.42 ₹83,368.01 Lowest | 4,000 ₹1,06,052 |
Tender Value
₹10.0 L
EMD Value
₹25,021
Closing Date
26 Sept 2025, 2:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER,KARIMPUZHA GP
RENOVATION OFKULIKKILIYAD KUNNATHUPEEDIKA ROAD
2025_LSGD_798661_10
02/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
KARIMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,021
Yes
27 Oct 2025
18 Sept 2025
29 Sept 2025
18 Sept 2025
26 Sept 2025
18 Sept 2025
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