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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 LAccepted-AOC | 1 | Accepted-AOC LOWEST QUOTED | |
| 2 | 2₹4.8 L+₹24,079 (5.28%)Rejected-AOC | 2 | Rejected-AOC HIGHEST QUOTED |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
25 Oct 2024, 10:00 amClosed
ARYA VISWAN
OFFICE OF THE ASSISTANT ENGINEER PARAPPUKKARA NANDHIKKARA 680301
Annual Plan 2024 25 Project No 301 24 25 Retarring of thottippal madapuram link road ward 17 Parappukkara GP
2024_LSGD_696463_1
04/AE/ET/24-25
Open Tender
Civil Works - Roads
Item Rate
240 days
PARAPPUKKARA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
31 Jan 2025
16 Oct 2024
25 Oct 2024
16 Oct 2024
25 Oct 2024
16 Oct 2024
Amount
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.2.2pb: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 dry and hungry 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 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)
OD118704/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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.
75.8.1.1: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)
AJEX M A
Bidder Name
BIJEESH N C
AJEX M A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1085951.pdf
boq_comp_chart.xlsx
xlsx
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