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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1STLOWEST₹7.8 LAccepted-AOC NORTH TRIKARIPUR | THRISSUR | KERALA | 679105 | 1STLOWEST | Accepted-AOC 1STLOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical 4TH LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical 3RD LOWEST | |
| 4 | Rejected-Technical SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | - | Rejected-Technical 2ND LOWEST |
Tender Value
Refer Docs
EMD Value
₹22,300
Closing Date
31 Dec 2020, 6:00 pmClosed
AssistantEngineer
Office of the Assistant Engineer lsgd Cheemeni
CMLRRP Karakka paramb Cheemeni Ambalam road Tarring in Kayyur Cheemeni GP
2020_LSGD_401476_1
5/ETN/AE/LSGD/KCGP/20-21DTD 21/12/20
Open Tender
Civil Works - Roads
Item Rate
120 days
Cheemeni
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹22,300
Yes
14 May 2021
21 Dec 2020
6 Jan 2021
21 Dec 2020
31 Dec 2020
21 Dec 2020
Amount
ROAD TARRING Ch 0/000-0/300
3.14 : Construction of Subgrade and Earthen Shoulders<br> 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.
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
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
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.
5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <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)
5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 <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 :- Case - III : Type C <br> (II) Bitumen (S-65)
3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> 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.
10.4.A.2 : Direction and Place Identification signs with size more than 0.9 sqm size board<br> A. Retro-reflectorised Traffic Signs <br>2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
V V Manojan
BABU M JOSEPH
NV PURUSHOTHAMAN
Bidder Name
BABU M JOSEPH
V V Manojan
mvkunhikoran
NV PURUSHOTHAMAN
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