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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
25 Jan 2024, 2:00 pmClosed
ASSISTANT ENGINEER
LSGD KONDOTTY MUNCIPALITY
Annual Plan-KONDOTTY MUNCIPALITY ANNUAL PLAN 2023 - 2024-proj no 537 / 24 - Kanchiraparambu Juma masjid Airport road ward - 38 -General Civil Work
2024_LSGD_645659_8
AE/LSGD/KNDTY/23-24/4B
Open Tender
Civil Works - Roads
Item Rate
180 days
KONDOTTY
Please refer Tender documents.
5 documents required · 5 mandatory
₹555
₹4,236
15 Mar 2024
18 Jan 2024
27 Jan 2024
18 Jan 2024
25 Jan 2024
18 Jan 2024
Amount
Tarring work
OD304818/2023-2024:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD304817/2023-2024:Filling up low lying and water logged areas with local material/quarry muck spreading in layers levelling the top at site and consolidation by ramming etx complete for improving the CBR value of sub grade.
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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.
5.11.1.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)
OD346872/2023-2024:Providing and fixing Granite of any colour and shade for Name Board of required size laid over base of cement mortar 1:4(1cement 4 coarse sand)including all charges etc.complete at all levels
ABDUL NAZEER V.P.
Bidder Name
MOHAMMED SHAFEEQ K.
ABDUL NAZEER V.P.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_989009.pdf
boq_comp_chart.xlsx
xlsx
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