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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.7 L+₹18,779.16 (5.29%)Rejected-AOC | 2 | Rejected-AOC L2 |
Tender Value
₹3.6 L
EMD Value
₹9,119
Closing Date
31 Oct 2023, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER VYTHIRI GRAMAPANCHAYAT
ROAD RE TARRING
2023_LSGD_615210_7
02/23-24/TEN/AE/ LID EW/VG
Open Tender
Civil Works - Roads
Item Rate
180 days
VYTHIRI GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹805
Yes
₹9,119
Yes
19 Dec 2023
21 Oct 2023
2 Nov 2023
21 Oct 2023
31 Oct 2023
21 Oct 2023
Amount
ROAD RETARRING
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)
IRISH DRAIN
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
OD140045/2023-2024:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD140049/2023-2024:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15of size 300x300x450mm
ABISHEK JAYAPRAKASH
Bidder Name
JACOB MC
ABISHEK JAYAPRAKASH
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_921574.pdf
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