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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC L1 IS ACCEPTED |
| 2 | L2₹7.4 L+₹6,775.86 (0.92%)Rejected-Finance PALAJI CHADAYAMANGALAM | PALAKKAD | KERALA | 678001 | ₹7.4 L+₹6,775.86 (0.92%) | L2 | Rejected-Finance L1 IS ACCEPTED |
Tender Value
₹6.8 L
EMD Value
₹16,907
Closing Date
4 Oct 2024, 2:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LIDEW SECTION , CHADAYAMANGALAM GP
TELEPHONE EXCHANGE AKKONAM ROAD RETARING AND IRISH
2024_LSGD_692417_6
01/TNDR/AE/LIDEW/CDLM/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
CHADAYAMANGALAM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,495
Yes
₹16,907
Yes
4 Jul 2025
25 Sept 2024
7 Oct 2024
25 Sept 2024
4 Oct 2024
25 Sept 2024
Amount
Road Re-concreting & Irish
OD87512/2024-2025: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
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)
OD87757/2024-2025:MorD: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded)
Road Concreting
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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)
Re-Tarring
75.5.5.B.2pb:Modified Penetration Macadam 75 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)
K ANIL KUMAR
Bidder Name
K ANIL KUMAR
PRAKASH D
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1078241.pdf
boq_comp_chart.xlsx
xlsx
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