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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC ESTIMATE RATE | |
| 2 | L2₹4.1 L+₹33,888.53 (9.09%)Rejected-AOC | L2 | Rejected-AOC ABOVE ESTIMATE RATE |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
25 Nov 2023, 3:00 pmClosed
sairabai pk
Office of the Assistant Engineer, LIDEW Section, Kannambra Grama PanchayatKannambra (PO), Palakkad PIN 678686 Phone 04922-266223
2023-2024 KANNAMBRA GP KARAYANKADU ROAD RE TARRING-P NO 115
2023_LSGD_621380_25
01/2023/AE/LIDEW/KNMB/ET2
Open Tender
Civil Works - Roads
Item Rate
kannambra gp
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,473
Yes
15 Feb 2024
15 Nov 2023
29 Nov 2023
15 Nov 2023
25 Nov 2023
15 Nov 2023
Amount
RE-TARRING
OD241408/2023-2024: 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 36 mm broken stone and compacting with power roller to get a compact surface
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.
75.9.3.pb.pa:Plastic roads- Packed Bitumen Rate 20mm thick Open-Graded Premix Carpetusing Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 -Packed Bitumen and Shredded Plastic Providing, laying and rolling of opengradedpremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or emulsion to required line, grade and level toserve as wearing course on a previously prepared base, using HM Plant attached withopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, thentransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hotbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rollingwith a. three wheel 80-100 kN static roller capacity, finished to required level and gradesto be- followed by seal coat of either Type A or Type B or Type C as per TechnicalSpecification Clause 508 Case - I By Manual Means (II) Bitumen (S-65),including supplying and stacking of materials.
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
Dip concrete
OD241386/2023-2024:Granular sub-base/base/surface course with local material (Table 400:13)by mix in place method normal. construction of granular sub base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired desity complete as per clause 401.4 as per Technical specification clause 408
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)
P.GANGADHARAN
Bidder Name
K.A.RAMACHANDRAN
P.GANGADHARAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_935689.pdf
boq_comp_chart.xlsx
xlsx
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