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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.3 LAccepted-AOC | 1 | Accepted-AOC The negotiated rate of L1 Bidder was approved by Thuravoor GP | |
| 2 | 2₹6.4 L+₹10,376.90 (1.65%)Rejected-Finance | 2 | Rejected-Finance L2 Bidder |
| Sl No | Description | Qty | Unit | V.V RAJAN L1 | AMALRAJAN V.R L2 |
|---|---|---|---|---|---|
| 1.00Re-tarring | |||||
| 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. | 130.32 | sqm | 309.76 ₹40,367.92 Lowest | 315 ₹41,050.8 |
| 1.00 | 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. | 1,800 | sqm | 15.64 ₹28,152 Lowest | 16 ₹28,800 |
| 1.00 | 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) | 1,800 | sqm | 280.02 ₹5,04,036 Lowest | 285 ₹5,13,000 |
| 1.00 | OD293218/2023-2024: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 7.95 | cum | 3,059.72 ₹24,324.77 Lowest | 3,060 ₹24,327 |
| 1.00 | OD288969/2023-2024:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT PAVER BLOCKS, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge. | 79.5 | sqm | 284.07 ₹22,583.57 Lowest | 285 ₹22,657.5 |
| 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) | 1.09 | cum | 8,774.62 ₹9,564.34 Lowest | 8,780 ₹9,570.2 |
Tender Value
₹5.7 L
EMD Value
₹14,298
Closing Date
15 Jan 2024, 6:00 pmClosed
Herry Thomas
O/o The Assistant Engineer LID and EW Section Thuravoor GP Angamaly Ernakulam 683572
2023 - 24 Pr. No. S0225/24 in Thuravoor GP Ernakulam-Madom Kalarkuzhi Road Maintenance in Ward 14
2024_LSGD_641330_4
Tender 4 /Thuravoor GP /Angamaly /2023 - 24
Open Tender
Civil Works - Roads
Item Rate
180 days
Thuravoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,265
Yes
₹14,298
Yes
1 Jun 2026
8 Jan 2024
16 Jan 2024
8 Jan 2024
15 Jan 2024
8 Jan 2024
8 Jan 2024 - 15 Jan 2024
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