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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC THEKKEDESAM POST 678553 | PALAKKAD | KERALA | 678553 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.1 L+₹2,546 (0.62%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹4.2 L
EMD Value
₹10,576
Closing Date
11 Dec 2024, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LID and EW Nallepilly GP
A n n u a l P l a n - 2 5 1 / 2 4 - 2 5 / N P Y - NAVAKKONAM BRANCH ROAD RENOVATION
2024_LSGD_711404_1
ET-02/2024-25/LSGD/NPY
Open Tender
Civil Works - Roads
Item Rate
Nallepilli
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,576
Yes
13 Jan 2025
3 Dec 2024
13 Dec 2024
3 Dec 2024
11 Dec 2024
3 Dec 2024
Amount
Restoration
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD168837/2024-2025: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 40
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
Retarring
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.
OD173732/2024-2025:Filling up potholes (cut and formed to regular shapes and all loose materials removed ) after supplying a prime coat of hot bitumen using 36mm brocken stones and compacting with power roller to get a compact surface
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.
75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
75.5.12.A.1.2pb:Seal Coat - Manual Means - Type A - 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 I : Type A <br> (II) Bitumen (S-65)
Reconcrete
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Muthalive PWD Contractor (BID ID -2014315)
Bidder Name
RADHAKRISHNAN. K
Muthalive PWD Contractor
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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