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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC 121004 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical CALICUT ROAD KAKKATTIL CALICUT | KOZHIKODE | KERALA | 612906 | - | Rejected-Technical highest quoted |
| Sl No | Description | Qty | Unit | Kottathara Labour Contract Co-operative Society L1 | KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD L2 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 1.00 | OD164387/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 300 | sqm | 34.3 ₹10,290 Lowest | 35.33 ₹10,599 |
| 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. | 52.2 | sqm | 309.77 ₹16,169.99 Lowest | 319.06 ₹16,654.93 |
| 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. | 450 | sqm | 14.94 ₹6,723 Lowest | 15.39 ₹6,925.5 |
| 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 | 67.5 | cum | 3,504.6 ₹2,36,560.5 Lowest | 3,609.74 ₹2,43,657.45 |
| 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 | 450 | sqm | 80.21 ₹36,094.5 Lowest | 82.62 ₹37,179 |
| 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. | 502.2 | sqm | 15.65 ₹7,859.43 Lowest | 16.12 ₹8,095.46 |
| 1.01 | 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. | 450 | sqm | 18.76 ₹8,442 Lowest | 19.32 ₹8,694 |
| 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) | 952.2 | sqm | 291.87 ₹2,77,918.61 Lowest | 300.63 ₹2,86,259.89 |
| 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) | 28.35 | cum | 8,574.28 ₹2,43,080.84 Lowest | 8,831.51 ₹2,50,373.31 |
Tender Value
₹2.1 L
EMD Value
₹21,155
Closing Date
16 Sept 2025, 5:00 pmClosed
AE
p thara
GP ANNUAL PLAN 2025-26 PR.NO 231 WIDENING AND RE TARING THENGUMMUNDA PANDANKOD DISPENSARY
2025_LSGD_794590_1
AE/ LSGD/PP/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
AE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,155
Yes
11 Nov 2025
8 Sept 2025
18 Sept 2025
8 Sept 2025
16 Sept 2025
8 Sept 2025
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finance_1313159.pdf
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