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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | l2₹5.3 L+₹5,343 (1.02%)Rejected-Finance | l2 | Rejected-Finance L2 |
Tender Value
₹5.2 L
EMD Value
₹13,087
Closing Date
16 Aug 2025, 6:00 pmClosed
AE LIDEW
AE LIDEW Paravur Municipality
PMC Proj no.149/25-26 Ward-26 PAMPINTHODI JUNCTION TO PUTTINGAL KSHETHRAM ROAD SIDE INTERLOCKING , RETARRING
2025_LSGD_782127_5
02/AE/PVR/LIDEW
Open Tender
Civil Works - Roads
Item Rate
120 days
PARAVUR MUNICIAPLITY
PMC Proj no.149/25-26 Ward-26 PAMPINTHODI JUNCTION TO PUTTINGAL KSHETHRAM ROAD SIDE INTERLOCKING , RETARRING
8 documents required · 8 mandatory
₹1,155
Yes
₹13,087
Yes
25 Sept 2025
7 Aug 2025
18 Aug 2025
7 Aug 2025
16 Aug 2025
7 Aug 2025
Amount
Road Maintenance
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.
75.5.2.1pb: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)
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)
OD156661/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5
OD149761/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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)
VISMAYA V S (BID ID -2290949)
Bidder Name
ANIL KUMAR G
VISMAYA V S
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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