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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC AS PER RESOLUTION |
| Sl No | Description | Qty | Unit | GLOBAL NET ID SOLUTIONS L1 |
|---|---|---|---|---|
| 1.00RETARING | ||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m 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 | 30.75 | cum | 36 ₹1,107 Lowest |
| 1.00 | 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. | 102.88 | sqm | 365 ₹37,551.2 Lowest |
| 1.00 | 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. | 640 | sqm | 14 ₹8,960 Lowest |
| 1.00 | OD441612/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic
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 13.2mm to 0.9 mm (Type-B) aggregates coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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) | 640 | 1 sqm | 251 ₹1,60,640 Lowest |
| 1.00 | 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) | 10.23 | cum | 8,193 ₹83,814.39 Lowest |
| 1.01 | OD289987/2024-2025:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick(
class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a
frame for strengthening the gi sheet fitted 2 nos 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 labour charges , fabricating etc complete | 1 | each | 4,123 ₹4,123 Lowest |
| 1.01 | OD289986/2024-2025:Lettering with black japan paint of approved brand and manufacture | 100 | each | 5 ₹500 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,439
Closing Date
23 Jun 2025, 6:00 pmClosed
AE
KANNUR CORPORATION CHELORA ZONAL
rETENDER-Annual Plan-Kannur Corporation - Chelora zone div 19 - Proj 1328/24-25-Choyyon mukku road retarring
2025_LSGD_766240_2
LSGD/CELSGD/TR/69535/2024
Open Tender
Civil Works - Roads
Item Rate
270 days
KANNUR CORPORATION CHELORA ZONAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹660
Yes
₹7,439
Yes
9 Jun 2026
18 Jun 2025
24 Jun 2025
18 Jun 2025
23 Jun 2025
18 Jun 2025
Amount
RETARING
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m 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
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.
OD441612/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic 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 13.2mm to 0.9 mm (Type-B) aggregates coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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)
OD289987/2024-2025:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 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 labour charges , fabricating etc complete
OD289986/2024-2025:Lettering with black japan paint of approved brand and manufacture
Bidder Name
GLOBAL NET ID SOLUTIONS
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