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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC KARULAI GP | L1 | Accepted-AOC Agreement Executed by the contractor | |
| 2 | L2₹4.2 L+₹21,651.04 (5.40%)Rejected-AOC KARULAI GP | L2 | Rejected-AOC HIGHER RATE , HENCE REJECTED |
| Sl No | Description | Qty | Unit | IQUBAL L1 | ABDUL LATHEEF L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring and Re- concreting works | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 103.59 | sqm | 280.36 ₹29,043.33 Lowest | 295.49 ₹30,610.7 |
| 1.00 | 5.2.1a:Tack Coat 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. | 666 | sqm | 13.03 ₹8,677.98 Lowest | 13.73 ₹9,144.18 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 666 | sqm | 261.26 ₹1,73,999.16 Lowest | 275.36 ₹1,83,389.76 |
| 1.00 | OD40165/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 15 | 1 sqm | 32.02 ₹480.3 Lowest | 33.75 ₹506.25 |
| 1.00 | OD325605/2025-2026:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A)
By Mix in Place Method 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 Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 2.02 | cum | 2,879.51 ₹5,831.01 Lowest | 3,034.9 ₹6,145.67 |
| 1.01 | OD40168/2025-2026: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) | 22.86 | cum | 8,014.15 ₹1,83,203.47 Lowest | 8,446.62 ₹1,93,089.73 |
Tender Value
₹4.2 L
EMD Value
₹10,572
Closing Date
3 Nov 2025, 6:00 pmClosed
GREESHMA G R
OFFICE OF THE ASSISTANT ENGINEER LID EW SECTION KARULAI GRAMAPANCHAYATH
ANNUAL PLAN KARULAI GP 2025 26 KALAMKUNNU ROAD AND KALAM JUNCTION VETERINARY HOSPITAL ROAD PROTECTION WORKS PROJECT NO 174
2025_LSGD_815278_8
03 2026 AE LID EW KLI
Open Tender
Civil Works - Roads
Item Rate
180 days
KARULAI
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,572
Yes
24 Nov 2025
27 Oct 2025
5 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
Amount
Road Retarring and Re- concreting works
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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.
5.2.1a:Tack Coat 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 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)
OD40165/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
OD325605/2025-2026:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD40168/2025-2026: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)
ABDUL LATHEEF (BID ID -2424067)
Bidder Name
IQUBAL
ABDUL LATHEEF
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