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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹4.5 LAccepted-AOC VADAVANUR GP 30 LAKHS LAC ADS NENMMARA 2024 25 MAZHOORKKAVU PERUNCHIRA ROAD IN VADAVANUR GP 30 LAKHS GENERAL CIVIL WORK | KOZHIKODE | KERALA | 612906 | l1 | Accepted-AOC l1 | |
| 2 | l2₹4.7 L+₹25,876.32 (5.78%)Accepted-AOC | l2 | Accepted-AOC l2 |
Tender Value
₹4.1 L
EMD Value
₹10,183
Closing Date
22 Jan 2025, 5:00 pmClosed
Assistant Engineer LID EW Section Vadavannur GP
Assistant Engineer LID EW Section Vadavannur GP
Mele meenikode sc colony road tarring
2025_LSGD_726313_1
27/AE/LIDEW/VDR/24-25
Open Tender
Civil Works - Roads
Item Rate
vadavannur gp
Please refer Tender documents.
9 documents required · 9 mandatory
₹900
Yes
₹10,183
Yes
17 Sept 2025
15 Jan 2025
24 Jan 2025
15 Jan 2025
22 Jan 2025
15 Jan 2025
Amount
2.2.1.A:Clearing and Grubbing Road Land <br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.<br>(I) By Manual Means <br> (A) In area of non-thorny jungle
OD340830/2024-2025:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
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)
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
OD340834/2024-2025:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
interlock
OD340855/2024-2025:Surface Dressing of the groud including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead up to50m and lift up to 1.5M in all kinds of soil
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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. <br>(ii) Using Gravel mix soil.
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)
OD340999/2024-2025:(Modified DSR CODE16.91.2)Providing and laying 80mm thich factory made cement concrete interlocking paver block of M-20 grade with approved color design and pattern cement concrete paverblocks in footpaths,parks,lawn,drive ways or light traffic parking etc of requied strength thickness and shape made by table vibratory methgod using PU mould laid in required colour and pattern over 50mm thick compacted bed of 6mm aggregate compacting and proper embedding layer of interlocking paverblocks into the aggregate bedding layer through vibratory compaction using plate vibrator filling the joints and cutting of paver blocks etc.. as per required size and pattern finishing and sweeping complete as per direction of Engineer in charge
KALADHARAN V (BID ID -2071233)
Bidder Name
V.NARAYANAN
KALADHARAN V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1155018.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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