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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.8 L+₹93,644.68 (9.46%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹10.9 L+₹96,635.08 (9.76%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹12.2 L
EMD Value
₹30,500
Closing Date
9 Mar 2022, 4:00 pmClosed
Assistant Executive Engineer
O/o Asst. Exe. Engineer, LSGD Sub Division, Chittur
Chittur BP 2021-22 - SC Corpus Fund - Govt. Post metric Hostel Nattukal Road Tarring
2022_LSGD_478649_1
ET7/1/AEE/LSGD/CTR/2021-22
Open Tender
Civil Works - Roads
Item Rate
240 days
O/o Asst. Exe. Engineer, LSGD Sub Division, Chittu
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,450
Yes
₹30,500
Yes
26 Mar 2022
2 Mar 2022
11 Mar 2022
2 Mar 2022
9 Mar 2022
2 Mar 2022
Amount
WMM TARRING
2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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
75.5.2.3pb : 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.
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),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),including supplying and stacking of materials.
BERM CONCRETE
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) a)Materials
Name board
od1345982/2021_2022 : Supplying and providing readymade GI name board with all conveyance, labour and<br>hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm<br>thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with<br>suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
M MOHANDAS
ASWIN T M
Bidder Name
M MOHANDAS
ASWIN T M
SUJEE M
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