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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC awarded |
| Sl No | Description | Qty | Unit | PRASAD C O L1 |
|---|---|---|---|---|
| 1.00Road Maintenance | ||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 235.51 | sqm | 399.27 ₹94,034.07 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,037.5 | sqm | 18.76 ₹19,463.5 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) | 1,037.5 | sqm | 291.87 ₹3,02,815.13 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 42.3 | cum | 65.97 ₹2,790.53 Lowest |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 18.9 | cum | 53.05 ₹1,002.65 Lowest |
| 1.01 | OD65223/2025-2026:Providing and fixing NAME BOARD fixed over MS sheting.2 mmthick supported on
2 nos Gl pipe 40mm dia firmly fixed to the ground by means of properly designcd
foundation with M-15 grade cement concrete200mmx}00mnx 500mm , 500mm below
ground level as per drawings and Technical Specification Clause 1701. 600x450mm
Rectangular
below ground level as per drawings and Technical Specification Clause 1701.
600 mm x 450 mm Rectangular | 1 | each | 3,360 ₹3,360 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
12 Aug 2025, 6:00 pmClosed
AE LIDEW
MEENANGADI GP
168/25-26 cheeramkunnu murani road retarring-RETENDER
2025_LSGD_780383_37
AE/ET-04/25-26
Open Tender
Civil Works - Roads
Item Rate
MEENANGADI GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,587
Yes
21 May 2026
2 Aug 2025
14 Aug 2025
2 Aug 2025
12 Aug 2025
2 Aug 2025
Amount
Road Maintenance
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & 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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD65223/2025-2026:Providing and fixing NAME BOARD fixed over MS sheting.2 mmthick supported on 2 nos Gl pipe 40mm dia firmly fixed to the ground by means of properly designcd foundation with M-15 grade cement concrete200mmx}00mnx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular
Bidder Name
PRASAD C O
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