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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.2 L+₹9,548.94 (1.57%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.2 L+₹12,969.24 (2.13%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.4 L+₹30,849.24 (5.06%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹6.6 L+₹53,547.24 (8.78%)Rejected-Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L5 | Rejected-Finance L5 |
Tender Value
₹7.5 L
EMD Value
₹18,750
Closing Date
2 Feb 2023, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KANHANGAD MUNICIPALITY
ROAD TARRING
2023_LSGD_552123_1
E1/7730/22
Open Tender
Civil Works - Roads
Item Rate
90 days
KANHANGAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,500
Yes
₹18,750
Yes
12 Mar 2023
23 Jan 2023
4 Feb 2023
23 Jan 2023
2 Feb 2023
25 Jan 2023
Amount
THULUCHERY AZHITHALA FALAH PALLI ROAD TARRING
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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. <br>(ii) Using Gravel mix soil.
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
75.5.1.1pb: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
75.5.2.2pb: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 dry and hungry bituminous surface 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)
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
RASHEED M
AJITHKUMAR.C
BABU M JOSEPH
V V Manojan
Bidder Name
AJITHKUMAR.C
RASHEED M
BABU M JOSEPH
V V Manojan
THAMBAN T
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