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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC PARAYIL THIKIDIMAYIL ROAD NAVIKARANAM | MALAPPURAM | KERALA | 670612 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | XAVIER KURIACKO L2 | JOHNSON JOSE L1 | SATHEESAN K.T L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | OD275585/2025-2026:SCARIFYING THE EXISTING BITUMINOUS SURFACE THEN SPREADING AND COMPACTING THE SCARIFIED MATERIAL AND PREPARING A RIGID STRATUM FOR PREPARING WMM SURFACE USING 3 WHEELER 80-100kN static roller @16cum/hr etc COMPLETE | 150 | sqm | 7.8 ₹1,170 | 7.64 ₹1,146 Lowest | 8 ₹1,200 |
| 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 | 11.25 | cum | 3,750.64 ₹42,194.7 | 3,675 ₹41,343.75 Lowest | 3,751 ₹42,198.75 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 150 | sqm | 80.37 ₹12,055.5 | 79 ₹11,850 Lowest | 81 ₹12,150 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 150 | sqm | 18.9 ₹2,835 | 18 ₹2,700 Lowest | 20 ₹3,000 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 501.8 | sqm | 15.79 ₹7,923.42 | 15 ₹7,527 Lowest | 16 ₹8,028.8 |
| 1.01 | 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. | 53.56 | sqm | 323.59 ₹17,330.83 | 318 ₹17,031.44 Lowest | 325 ₹17,406.35 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 651.8 | sqm | 302.65 ₹1,97,267.27 | 296.59 ₹1,93,317.36 Lowest | 350 ₹2,28,130 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.1 | cum | 9,186.73 ₹28,478.86 | 8,727 ₹27,053.7 Lowest | 9,200 ₹28,520 |
Tender Value
₹3.1 L
EMD Value
₹7,731
Closing Date
26 Sept 2025, 11:55 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
LID and EW Section Kallara Kottayam PIN 686611
Road Maintenance
2025_LSGD_797959_2
8/AE/KLRA/25.26
Open Tender
Civil Works - Roads
Item Rate
270 days
LID and EW Section Kallara Kottayam
Please refer Tender documents.
8 documents required · 8 mandatory
₹685
₹7,731
17 Oct 2025
18 Sept 2025
27 Sept 2025
18 Sept 2025
26 Sept 2025
18 Sept 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1322287.pdf
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