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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC Technically and financially evaluated |
Tender Value
₹5.9 L
EMD Value
₹14,786
Closing Date
9 Jan 2024, 4:30 pmClosed
Assistant Executive Engineer,Panoor BP
O/o AEE,LID and EW Subdivision,Panoor BP
MLA-SDF-2021-22- SRI.ADV.A.N.SHAMSEER MLA KALLUSHOP VETERINARY HOSPITAL CANAL ROAD CONSTRUCTION IN PANNYANNUR GP , WARD 7-General Civil Work(Retender)
2023_LSGD_631888_3
D1/Tender-MLASDF-1/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Pannyannur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,786
Yes
7 Mar 2024
1 Jan 2024
10 Jan 2024
1 Jan 2024
9 Jan 2024
1 Jan 2024
Amount
TARRING WORK
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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 <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 <br> Type A <br> (II) Bitumen (S-65)
OD289239/2023-2024:Interlockconcrete block pvement Providing and laying interlocking concrete blockpavementshaving thickness 80mm as per drawings and technical specifications clause 1504.beeding with 6mm aggregates and filling joints with sand.sand as per table 1500.5 bed=60.00x3.75x.03=6.75cum joints=60x.08x.10=.48cum
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
OD293304/2023-2024:Supplying and fitting name boards of size 75x45cm made with GI plane sheet 1.25mm thick (classIIII) fitted with 35x35x4mm MS angle 2no. horizontally and 3no. vertically to make a frame for strengthening the GI sheet , fitted 2no. GI pipe verticaly 90cm above from ground level and fixing in cement concrete 1:2:4 , 30cmx30cmx30cm including cost and conveyance of all materials etc. cmplete .
OD293368/2023-2024:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 Malayalam ( commas and the like not to be measured and paid for. Half letters shall be counted as half only)
Bidder Name
SARATHKUMAR.V.P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_972362.pdf
boq_comp_chart.xlsx
xlsx
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