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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.7 L−₹521.25 (0.14%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PRADEEP S L2 | SASIDHARAN V L1 |
|---|---|---|---|---|---|
| 1.00Re Tarring | |||||
| 1.00 | OD426824/2024-2025:Surface dressing of the ground including removing vegitation and in-equalities not exeeding 15cm deep and disposal of rubbish lead up to 50m lift up to 1.5m. All kinds of soil | 150 | sqm | 32.82 ₹4,923 Lowest | 32.82 ₹4,923 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 | 8.75 | cum | 394.35 ₹3,450.56 Lowest | 394.35 ₹3,450.56 Lowest |
| 1.00 | OD427052/2024-2025:od1353171/2022-2023 Filling with quuary muck Filling and waterlogged areas wih local material quarry muck spreading in layers levelling the top at site and consolidation by ramming etc compleate for improving the CBR value of subgrade | 8.75 | cum | 1,034.01 ₹9,047.59 Lowest | 1,034.01 ₹9,047.59 Lowest |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 13.12 | cum | 3,648.1 ₹47,881.31 Lowest | 3,648.1 ₹47,881.31 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 87.5 | sqm | 83.96 ₹7,346.5 Lowest | 83.96 ₹7,346.5 Lowest |
| 1.01 | 5.2.3a:Tack Coat <br>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. | 87.5 | sqm | 16.85 ₹1,474.38 Lowest | 16.85 ₹1,474.38 Lowest |
| 1.01 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 38.04 | sqm | 392.89 ₹14,945.54 Lowest | 392.89 ₹14,945.54 Lowest |
| 1.01 | 5.2.1a:Tack Coat<br> 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. | 287.5 | sqm | 14.1 ₹4,053.75 Lowest | 14.1 ₹4,053.75 Lowest |
| 1.01 | OD436127/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen 5-65 (Plastic) and Antisripping Agent Providing, laying and rolling of close-graded prernix surfacing material of 20 rnm thickness composed of ll.2 mm to 0.9 rnm (Type-A) ot 13.2 mm to 0.9 mm (Type-B) aggregates using.penetration grade bitunren.to required l.ine, gr.adg"and level to serveas wearing course on a previously preparid 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 t; By Manual Means &lt;br&gt; Type A : OD Biturmen (S-65)(PLastic) | 375 | sqm | 271.39 ₹1,01,771.25 | 270 ₹1,01,250 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
7 Mar 2025, 10:30 amClosed
Assistant Engineer
O/o the Assistant Engineer, LID EW Section, Maranalloor, Koovalassery P.O, Thiruvananthapuram
Maranalloor GP -2024-25 - Maruvathoorkonam Kaithayil road retarring in ward 2-Project No. 360/25
2025_LSGD_743383_6
04/AE/LSGD/MNR/2024-25
Open Tender
Civil Works - Roads
Item Rate
90 days
Maranalloor
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,474
Yes
23 Feb 2026
27 Feb 2025
10 Mar 2025
27 Feb 2025
7 Mar 2025
27 Feb 2025
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