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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹9.0 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L 1 | Accepted-AOC Lowest rate | |
| 2 | L 2₹9.0 L+₹5,828 (0.65%)Rejected-AOC | L 2 | Rejected-AOC Highest rate | |
| 3 | Rejected-Technical | - | Rejected-Technical Highest rate |
Tender Value
₹9.4 L
EMD Value
₹23,464
Closing Date
17 Oct 2024, 11:00 amClosed
Vidya K.K.
O/o Assistant Engineer LID EW section Mathilakam GP
Annual Plan-Mathilakam GP 2024-25 (Pro No 216/25) -Jal Jeevan Mission - Restoration of Demolished Kathikode Pharmacy Road in Ward 3 -General Civil Work
2024_LSGD_695149_14
1/AE/LID EW/MKM/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Mathilakam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,070
Yes
₹23,464
Yes
20 Nov 2024
10 Oct 2024
18 Oct 2024
10 Oct 2024
17 Oct 2024
10 Oct 2024
Amount
Maintenance of road
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD57485/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelingthe top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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. (ii) Using Gravel mix soil.
4.9:Wet Mix Macadam 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. 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 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 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. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates 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 A. By Manual Means Case III : Type C (II) Bitumen (S-65)
EDACHALIL CONSTRUCTION
K K Murali
Bidder Name
M/S SAJEEVAN P A
K K Murali
EDACHALIL CONSTRUCTION
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1084098.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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