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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹21.4 L+₹97,194 (4.76%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹19.4 L
EMD Value
₹48,593
Closing Date
1 Mar 2025, 6:00 pmClosed
Assistant Engineer
kannur corporation
Annual Plan KMC Proj No 1388 24 25 ROAD RETARING INFRONT OF THE AAYIKKARA FISH MARKET-Re tarring General
2025_LSGD_742550_2
AEIII/04/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Kannur muncipal corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹48,593
Yes
14 Jun 2025
24 Feb 2025
3 Mar 2025
24 Feb 2025
1 Mar 2025
24 Feb 2025
Amount
retaring
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD464211/2024-2025:(MOD 6.7.1) Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00x3.75x 0.03 = 6.75 cum Joints = 60x0.08X0.1 = 0.48 cum
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.
75.5.5.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 <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.
75.5.11.1.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)
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)
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
OD337298/2024-2025:Lettering with Black Japan paint of approved brand and manufacture
OD449355/2024-2025:Supplying and fixing Name board of size 75cm x45cm made with GI plain sheets 1.25mm thick(class III) fitted with 35x35x5mm MS angle 2Nos. horizontally and 3Nos. vertically to make a frame for strengthening the GI sheet, fitted 2Nos. 40mm GI pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4, 40x40x40cm. including cost and conveyance of all materials and all labour charges, fabricating etc. complete.
SAJITH P P (BID ID -2133012)
Bidder Name
SAJITH P P
DEVASIA T D
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1195682.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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