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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.2 L+₹35,827.49 (6.11%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Varghes A P L2 | PBABY PV L1 |
|---|---|---|---|---|---|
| 1.00Vincent De-Paul Nagar Road Retarring Ward 20 (Project No:93/26) | |||||
| 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. | 91.02 | sqm | 330 ₹30,036.6 | 319.77 ₹29,105.47 Lowest |
| 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. | 1,559.1 | sqm | 16 ₹24,945.6 | 15.63 ₹24,368.73 Lowest |
| 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) | 1,559.1 | sqm | 320 ₹4,98,912 | 299.62 ₹4,67,137.54 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 4.8 | cum | 450 ₹2,160 | 437.09 ₹2,098.03 Lowest |
| 1.00 | OD21187/2025-2026:DRY RUBBLE MASONRY _ with hard stone, in foundation and superstrucure including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete. as per aproved drawing and relevent technical specification (modified 75.7.1 ) | 11.7 | cum | 5,000 ₹58,500 | 4,797.45 ₹56,130.17 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.8 | cum | 9,600 ₹7,680 | 9,458.46 ₹7,566.77 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,810
Closing Date
24 Jun 2025, 3:50 pmClosed
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
Annual Plan-Angamaly Muncipality-2025-26 Vincent De-Paul Nagar Road Retarring Ward 20 (Project No 93/26)-AMC-General Civil Work
2025_LSGD_769515_4
PW 5579/25
Open Tender
Civil Works - Roads
Item Rate
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,810
Yes
21 Oct 2025
16 Jun 2025
25 Jun 2025
16 Jun 2025
24 Jun 2025
16 Jun 2025
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