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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₹3.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical PIRAVOM PO ERNAKULAM PIN 686664 | ERNAKULAM | ERNAKULAM | KERALA | 686664 | - | Rejected-Technical L3 |
Tender Value
₹3.4 L
EMD Value
₹8,465
Closing Date
24 Jan 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
LSGD SECTION VELLOOR
Annual Plan 97 24 25 Velloor GPThekkilakkadu Putjenpura road concreting and retarring ward 10 CFC MGR General Civil Work
2025_LSGD_727202_1
44/AE/VLR/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Velloor
Bank details
Registration Details
12 documents required · 12 mandatory
₹750
₹8,465
11 Apr 2025
17 Jan 2025
25 Jan 2025
17 Jan 2025
24 Jan 2025
17 Jan 2025
Amount
Road maintenance and completion
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)
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD202106/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
OD201409/2024-2025:Supplying and fixing in position Granite Name Board clearly engraving the letters to a granite plaque of size 60cm X 45cm, granite slab of approved shade, colour and texture laid over 20mm thick cement mortar (1 cement:4 coarse sand) including all labour, material, conveyance charges etc complete
P P CHACKO (BID ID -2069228)
Sijimol George (BID ID -2073710)
Bidder Name
P P CHACKO
Sijimol George
T M SCARIA
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1157357.pdf
boq_comp_chart.xlsx
xlsx
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