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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹8.5 L
EMD Value
₹21,169
Closing Date
3 Jan 2025, 10:00 amClosed
Assistant Engineer office Kalady GP
Assistant Engineer office Kalady GP
303/24-25 Balawady Road St Joseph Convent Road Aryappara East Byline Road in w-3
2024_LSGD_719414_9
03/2024-25/AE/LIDEW/KLDY
Open Tender
Civil Works - Roads
Item Rate
240 days
Kalady
Refer Tender details
7 documents required · 7 mandatory
₹1,870
Yes
₹21,169
Yes
26 Jul 2025
24 Dec 2024
3 Jan 2025
24 Dec 2024
3 Jan 2025
24 Dec 2024
Amount
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
75.5.5.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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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 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)
OD242409/2024-2025:Engaging coolie
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)
OD242408/2024-2025:Providing and fixing GI pipe hand rail of approved size by welding and all labour charges etc.
10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
name board
OD242410/2024-2025:Providing name board of average size 90 cm x 60 cm fixing with 50 mm GI Pipe post including bottom concreting painting lettering etc complete-as detailed below. Earthwork excavation in all class of soil , PCC 1:4:8 10 cm thick, bottom pedestel of size 30x30x45 cm with CC 1:2:4, 50 mm GI Pipe as main post of average length 145 cm,support strut with 25 mm GI Pipe 2 Nos 50 cm, 1 mm thick MS Sheet board of frame with 40x40x6 mm angle iron and 3 mm thick MS Gusset plate at junctions ,over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
SARATH BABU TS (BID ID -2045837)
Bidder Name
SHAIJU K K
SARATH BABU TS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1138308.pdf
boq_comp_chart.xlsx
xlsx
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