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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.2 LAccepted-AOC | ₹8.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹8.4 LRejected-AOC | ₹8.4 L | 2 | Rejected-AOC L2 |
| 3 | 3₹8.4 LRejected-Finance | ₹8.4 L | 3 | Rejected-Finance L3 |
| 4 | 4₹8.7 LRejected-Finance CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | ₹8.7 L | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SHAJI PAILYE L2 | SUBIN SHAJI L3 | Mithra enterprises L1 | SHAHUL HAMEED L4 |
|---|---|---|---|---|---|---|---|
| 1.00RETARRING | |||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 110.53 | sqm | 413.31 ₹45,683.15 | 415 ₹45,869.95 | 406.24 ₹44,901.71 | 425 ₹46,975.25 |
| 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. | 690 | sqm | 15.8 ₹10,902 | 18 ₹12,420 | 15.33 ₹10,577.70 | 17 ₹11,730 |
| 1.00 | 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) | 690 | sqm | 299.01 ₹2.1 L | 303 ₹2.1 L | 293.9 ₹2.0 L | 310 ₹2.1 L |
| 1.00 | 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. | 41.4 | cum | 66.03 ₹2,733.64 | 68 ₹2,815.20 | 64.91 ₹2,687.27 | 75 ₹3,105 |
| 1.00 | 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) | 62.79 | cum | 9,076.55 ₹5.7 L | 9,100 ₹5.7 L | 8,921.23 ₹5.6 L | 9,500 ₹6.0 L |
Tender Value
₹8.5 L
EMD Value
₹21,139
Closing Date
14 Oct 2025, 9:00 amClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK 1162/2024-25-Kuravilangadu Division Manjoor GP Chilling Plant Neelampadam Road Maintanance-General Civil Work
2025_LSGD_805944_5
13/AEE/LSGD/2025-26
Open Tender
Civil Works - Roads
30 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,139
Yes
19 Dec 2025
7 Oct 2025
15 Oct 2025
7 Oct 2025
14 Oct 2025
7 Oct 2025
Amount
RETARRING
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
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.
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)
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.
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)
SHAJI PAILYE (BID ID -2387440)
SUBIN SHAJI (BID ID -2387467)
SHAHUL HAMEED (BID ID -2383055)
Bidder Name
SHAJI PAILYE
SHAHUL HAMEED
Mithra enterprises
SUBIN SHAJI
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