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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.1 L+₹29,080.50 (5.04%)Rejected-Finance ANGAMALY MUNICIPALITY ANGAMALY MUNICIPALITY | ERNAKULAM | KERALA | 680667 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.M BABU L1 | P.C THOMAS L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 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. | 56.1 | sqm | 305 ₹17,110.5 Lowest | 325 ₹18,232.5 |
| 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. | 1,350 | sqm | 16 ₹21,600 Lowest | 18 ₹24,300 |
| 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) | 1,350 | sqm | 288 ₹3,88,800 Lowest | 310 ₹4,18,500 |
| 1.00 | OD22837/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification-WITHOUT FORM WORK(MODIFIED 75.8.1)
(i) Nominal mix (1:2:4) | 15.75 | cum | 9,500 ₹1,49,625 | 9,200 ₹1,44,900 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,822
Closing Date
23 Sept 2025, 3:45 pmClosed
Assistant Engineer,Angamaly Municipality
O/o,Assistant Executive Engineer,Angamaly Municipality
Annual Plan-Angamaly Muncipality-2025-26 Priya Nagar Road Bylane Road Reconcreting Josepuram Road Retarring Ward 18 (Project No 92/26)-AMC-General Civil Work
2025_LSGD_778244_22
PW 15579/25
Open Tender
Civil Works - Roads
Item Rate
O/o, Assistant Executive Engineer, Angamaly Municipa
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,822
Yes
7 Nov 2025
15 Sept 2025
24 Sept 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
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