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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC Lowest bid |
| 2 | L2₹9.1 LRejected-Finance | ₹9.1 L | L2 | Rejected-Finance Highest bid |
| Sl No | Description | Qty | Unit | SHAHARIYAD T L1 | Shameer K L2 |
|---|---|---|---|---|---|
| 1.00retarring | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 8.48 | sqm | 295.49 ₹2,505.76 | 300 ₹2,544 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 9 | sqm | 382.21 ₹3,439.89 | 400 ₹3,600 |
| 1.00 | 5.2.1a:Tack Coat 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. | 1,710 | sqm | 13.73 ₹23,478.30 | 15 ₹25,650 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 1,710 | sqm | 275.36 ₹4.7 L | 300 ₹5.1 L |
| 1.00 | OD139748/2025-2026:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50cm and lift up to 1.5 m.All kinds of soil | 330 | sqm | 33.75 ₹11,137.50 | 40 ₹13,200 |
| 1.01 | OD139754/2025-2026:concrete without formwork:
Providing Plain cement concrete for road work PCC1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels [@ 3 m c/c] as required including compaction, finishing and tamping, etc .complete.
Max. size of coarse-aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) | 39.6 | cum | 8,446.62 ₹3.3 L | 9,000 ₹3.6 L |
Tender Value
₹8.5 L
EMD Value
₹21,148
Closing Date
25 Aug 2025, 6:00 pmClosed
AE
LID EW Section Valanchery Muncipality
valanchery municipality pro no 225 26 MAINTANENCE TO THAZHANGADI MANJATHOTTAM ROAD IN WARD 22
2025_LSGD_786464_26
03 2025 26 AE LID EW VLRY III PHASE
Open Tender
Civil Works - Roads
180 days
Valanchery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,148
Yes
22 Mar 2026
18 Aug 2025
27 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
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