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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | L1 | Accepted-AOC FIRST | |
| 2 | L2₹11.9 L+₹1.0 L (9.59%)Rejected-AOC | L2 | Rejected-AOC SECOND |
Tender Value
₹11.0 L
EMD Value
₹27,530
Closing Date
30 Dec 2023, 9:00 amClosed
ASSISTANT ENGINEER
LSGD, OLAVANNA
125/2024 MUTTANCHERITHAZHAM CHATHOTHARA ROAD TARRING -W 12
2023_LSGD_633890_1
AE/OLV/8/23
Open Tender
Civil Works - Roads
Item Rate
240 days
OLAVANNA
Please refer tender documents
9 documents required · 9 mandatory
₹2,760
Yes
₹27,530
Yes
12 Feb 2024
21 Dec 2023
30 Dec 2023
21 Dec 2023
30 Dec 2023
21 Dec 2023
Amount
road work
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD230859/2023-2024: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD260380/2023-2024:Fabricating and fixing of "name Board" using MS Angles MS sheet with painting and lettering, including all expences Board using angle ISA 30mmx30mmx5mm (unit wt.1.8) as horizontal frame and ISA 25mmx25mmx5mm (unit wt 1.20) as verticals ( size of Board 0.90mx0.60m) ISA post as 40mmx40mmx5mm (unit wt.2.00) 1mm thick GI sheet as board etc. complete
2.3.A.1:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps <br> Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. <br> A. Lead upto 100 m <br> (i) Girth above 300 mm to 600 mm
DILEEP KUMAR P M
Bidder Name
V ARUN KUMAR
DILEEP KUMAR P M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_961609.pdf
boq_comp_chart.xlsx
xlsx
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