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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹11.0 L
EMD Value
₹27,541
Closing Date
26 Oct 2023, 6:00 pmClosed
AE LID EW BEDADUKKA
AE LID EW BEDADUKKA
Bedadukka Grama PanchayatPro No. 25/23-24Kuttiyadukkam Oyolam Road Tarring
2023_LSGD_613334_11
01/AE23-24 LID EW/BDKA/I PHASE
Open Tender
Civil Works - Roads
Item Rate
120 days
Bedadukka GP
please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹27,541
Yes
1 Jan 2024
17 Oct 2023
28 Oct 2023
17 Oct 2023
26 Oct 2023
17 Oct 2023
Amount
Road Tarring
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
5.1.1a:Prime Coat :- Low porosity 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 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
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
ANANDAN T
MUHAMAD RASHID K
SASEENDRAN M
Bidder Name
ANANDAN T
SASEENDRAN M
ABDUL NAVAS BM
MUHAMAD RASHID K
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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