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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.4 L+₹27,697.82 (1.97%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹1.4 L
EMD Value
₹33,864
Closing Date
12 Jul 2024, 5:00 pmClosed
JOSE H JONES
The Assistant Executive Engineer LID AND EW Section Thiruvananthapuram Corporation Fort Zonal
prjno 258/25 RETARRING OF POURNAMI NAGAR FIRST SECOND THIRD STREET AND INTERLOCKING AND BALAVAN NAGAR IRUKULANGHARA INTERLOCKING IN KAMALESWARAM WARD
2024_LSGD_679522_1
01/AEE4/LID7EW/TMC-FORT/25
Open Tender
Civil Works - Roads
Item Rate
180 days
Trivandrum corporation-Fort zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,864
Yes
28 Oct 2024
6 Jul 2024
17 Jul 2024
6 Jul 2024
12 Jul 2024
6 Jul 2024
Amount
RETARRING
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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
OD32753/2024-2025:Scarifying existing bituminous surface disposal of debris etc
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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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.
INTERLOCKING
OD43624/2024-2025:OD-Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 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)
OD32633/2024-2025:Filling up low lying and water logged areas with local material /quarry muck ,spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade
NELSON .L
Bidder Name
K.V.JAYAPRAKASH
NELSON .L
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1056815.pdf
boq_comp_chart.xlsx
xlsx
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