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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC Lowest bid | |
| 2 | L2₹4.7 L+₹3,698.65 (0.80%)Rejected-AOC | L2 | Rejected-AOC Highest bid | |
| 3 | L3₹4.7 L+₹8,489.65 (1.83%)Rejected-Finance | L3 | Rejected-Finance Highest bid | |
| 4 | L4₹4.7 L+₹9,128.45 (1.97%)Rejected-Finance 1505 SUB TREASURY TIRUR | KANNUR | KERALA | 670612 | L4 | Rejected-Finance Highest bid | |
| 5 | L5₹4.9 L+₹24,593.80 (5.30%)Rejected-Finance P W D CONTRACTOR REG NO 2A T B CONSTRUCTION | L5 | Rejected-Finance Highest bid |
Tender Value
₹5.4 L
EMD Value
₹9,000
Closing Date
11 Oct 2021, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, Local Infrastructure Development and Engineering Wing, Tirur Municipality
Road tarring
2021_LSGD_441590_1
S0230/22
Open Tender
Civil Works - Roads
Item Rate
180 days
Tirur Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,200
Yes
₹9,000
Yes
26 Nov 2021
1 Oct 2021
16 Oct 2021
1 Oct 2021
11 Oct 2021
1 Oct 2021
Amount
TARRING
3.2 : Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
od1252215/2021_2022 : Filling with quarry muck<br>Filling up low laying and water logged areas with local material/quarry muck,spreading in layers,leveling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade
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)
MUSTHAFA K
Mohammed Musthafa. T.K
SHAHIR P V
Balakrishnan Thottiyattil
ARJUNAN M
N KRISHNANKUTTY
Bidder Name
Balakrishnan Thottiyattil
PURUSHOTHAMAN P.
N KRISHNANKUTTY
ARJUNAN M
SHAHIR P V
Mohammed Musthafa. T.K
MUSTHAFA K
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