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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.5 L+₹10,478.52 (2.36%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹4.0 L
EMD Value
₹10,071
Closing Date
8 Jan 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer Office, LID and EW, Vazhakulam
Annual Plan-VZKLM GP 349/2024-25-Chettiyathu Road Maintenance Ward 19-General Civil Work
2024_LSGD_721139_12
09/2024/AE/LIDEW/VZKLM
Open Tender
Civil Works - Roads
Item Rate
180 days
MARAMPALLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹890
Yes
₹10,071
Yes
28 Feb 2025
31 Dec 2024
10 Jan 2025
31 Dec 2024
8 Jan 2025
31 Dec 2024
Amount
road maintanance
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
OD257329/2024-2025:Departmental Rubble masonry with good quality Departmentral rubble including conveyance of material and labour charges etc complete asper direction of departmental officers of site modified 60.7.1
OD91903/2024-2025:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
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)
Name Board
OD246195/2024-2025:Providing name board of average size 90 cm x60 cm fixing with 50 mm GI pipe post including bottom concreting, painting, lettering etc complete - as detailed below. Earth work 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 struct 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 plates at junctions, over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
VK SAJEEV (BID ID -2054164)
Bidder Name
PIONEER TRADERS AND CONTRACTORS
VK SAJEEV
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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