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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.1 L+₹52,417.37 (11.6%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹5.1 L
EMD Value
₹12,637
Closing Date
22 Dec 2023, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer,LSGD (LID and EW) Section,Kankol alapadamba GP
Annual Plan-2023-24 KANKOL TOWN NAGATHINMOOLA ROAD POYYAMMAL LINK ROAD TARRING, Project No.230/23-24
2023_LSGD_629965_6
51/2/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Kankol Alapdamba GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,115
Yes
₹12,637
Yes
23 Feb 2024
9 Dec 2023
23 Dec 2023
9 Dec 2023
22 Dec 2023
9 Dec 2023
Amount
Black topping Ch.0/000-0/185 km
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
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.
75.9.3.pb.pa:Plastic roads- Packed Bitumen Rate 20mm thick Open-Graded Premix Carpetusing Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 -Packed Bitumen and Shredded Plastic Providing, laying and rolling of opengradedpremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or emulsion to required line, grade and level toserve as wearing course on a previously prepared base, using HM Plant attached withopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, thentransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hotbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rollingwith a. three wheel 80-100 kN static roller capacity, finished to required level and gradesto be- followed by seal coat of either Type A or Type B or Type C as per TechnicalSpecification Clause 508 Case - I By Manual Means (II) Bitumen (S-65),including supplying and stacking of materials.
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD193602/2023-2024:Supplying and fitting name boards of size 75cmx45cm made with GI plain sheet 1.25mm thick (class III)fitted with 35x35x4mm MS angle 2Nos horizontally and 3 Nos vertically to make a frame for strengthening the GI sheet fitted 2Nos 32mm GI pipe vertically 90cm above from the ground level and fixing in cement concrete 1:2:4 ,30cm x30cmx30cm including cost and conveyance of all material all labour charges ,fabricating etc complete (As per EE letter No.D3/DB/21 dtd 30/06/2021)
10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman
AJESH PC
Bidder Name
M SUKUMARAN
AJESH PC
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_952311.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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