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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC GRAMAKUDY VENGOLA P O ARAKAPADY ERNAKULAM KERALA 683556 | ARAKAPADY | ERNAKULAM | KERALA | 683556 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | O K MOHANAN L1 | JOHNY THOMAS L2 | ANANTHU M S L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle | 0.02 | Hectare | 1,65,181.59 ₹3,964.36 Lowest | 1,69,602.9 ₹4,070.47 | 1,94,361 ₹4,664.66 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 80.8 | sqm | 302.23 ₹24,420.18 Lowest | 310.32 ₹25,073.86 | 355 ₹28,684 |
| 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. | 86.3 | sqm | 390.72 ₹33,719.14 Lowest | 401.17 ₹34,620.97 | 459 ₹39,611.7 |
| 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. | 1,120 | sqm | 14.75 ₹16,520 Lowest | 15.14 ₹16,956.8 | 17 ₹19,040 |
| 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) | 1,120 | sqm | 282.68 ₹3,16,601.6 Lowest | 290.24 ₹3,25,068.8 | 332.6 ₹3,72,512 |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
23 Sept 2025, 2:00 pmClosed
Assistant Engineer ,
Assistant Engineer , LID and EW Section,
123/26AYYANCHIRANGARA KIZHAKKAMBALAM BRANCH CANAL BUND ROAD NAVEEKARANAM WARD 15
2025_LSGD_797601_12
06/ET/AE/LID EW/VGLA/2025-26
Open Tender
Civil Works - Roads
Item Rate
VENGOLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,579
Yes
17 Oct 2025
16 Sept 2025
25 Sept 2025
16 Sept 2025
23 Sept 2025
16 Sept 2025
16 Sept 2025 - 23 Sept 2025
Amount
2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
75.5.5.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)
JOHNY THOMAS (BID ID -2353564)
ANANTHU M S (BID ID -2352446)
Bidder Name
O K MOHANAN
JOHNY THOMAS
ANANTHU M S
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