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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | L1 | Accepted-AOC Lowest Rate | |
| 2 | L2₹2.4 L+₹8,256.76 (3.53%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹2.5 L
EMD Value
₹6,354
Closing Date
22 Mar 2025, 5:00 pmClosed
AE
AE
PRO NO 107/2024-2025 CHULLIKKARA- CHETTUKALLU ROAD PROTECTION WALL, RETARRING IN KALLAR GP
2025_LSGD_749928_2
T03/2024/AE/LIDEW KALLAR
Open Tender
Civil Works - Roads
Item Rate
Kallar GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹560
Yes
₹6,354
Yes
9 May 2025
14 Mar 2025
24 Mar 2025
14 Mar 2025
22 Mar 2025
14 Mar 2025
Amount
Road Side Protection Works
OD297788/2024-2025:Demolishing stone rubble masonry manually /by mechanical means including stacking of serviceable materials and disposal of unserviceable material within 50meters lead as per the direction of Engineer in charge
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD297789/2024-2025:DR with Departmental Stone - DRY RUBBLE MASONRY - Dry rubble masonry without concrete leveling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of departmental officers at site.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
M K JOSE (BID ID -2169315)
Bidder Name
T J Joseph Joy
M K JOSE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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