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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₹12.5 LAccepted-AOC KAYANNA BAZAR KAYANNA P O KOZHIKODE | L1 | Accepted-AOC selected As per GO | |
| 2 | L2₹12.1 L−₹39,949.74 (3.20%)Rejected-AOC | L2 | Rejected-AOC High rate hence Rejected | |
| 3 | L3₹12.5 L+₹0.29 (<0.01%)Rejected-AOC NOCHCHAD GRAMA PANCHAYAT KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | L3 | Rejected-AOC High rate hence Rejected | |
| 4 | L4₹13.0 L+₹49,177.17 (3.94%)Rejected-AOC NOT SPECIFIED | L4 | Rejected-AOC High rate hence Rejected |
| Sl No | Description | Qty | Unit | KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 L2 | VK SAJU L3 | VVASEES L4 | M C CHANDRAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 1.00 | 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. | 199.5 | sqm | 306.7 ₹61,187.26 | 306.72 ₹61,191.25 | 325.65 ₹64,967.83 | 296 ₹59,052.59 Lowest |
| 1.00 | 75.5.6.A.1.2pb:Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. (A) By Manual Means Case - I: Nominal Chipping Size 13.2 mm II Bitumen S-65 | 138.65 | sqm | 166.43 ₹23,075.52 | 166.41 ₹23,072.75 | 172.55 ₹23,924.06 | 160 ₹22,184 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,647 | sqm | 18.73 ₹30,848.31 | 18.73 ₹30,848.31 | 19.54 ₹32,182.38 | 18.18 ₹29,942.46 Lowest |
| 1.00 | 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) | 1,647 | sqm | 289.47 ₹4,76,757.09 | 289.47 ₹4,76,757.09 | 304.21 ₹5,01,033.87 | 280.18 ₹4,61,456.46 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 74.33 | cum | 65.78 ₹4,889.1 | 65.76 ₹4,887.61 | 70.65 ₹5,251.06 | 63 ₹4,682.48 Lowest |
| 1.01 | OD189955/2025-2026: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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 37.16 | cum | 3,028.95 ₹1,12,564.87 | 3,028.95 ₹1,12,564.87 | 3,105.21 ₹1,15,398.92 | 2,935 ₹1,09,073.41 Lowest |
| 1.01 | 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) | 59.46 | cum | 8,784.48 ₹5,22,325.18 | 8,784.48 ₹5,22,325.18 | 9,025.65 ₹5,36,665.15 | 8,506 ₹5,05,766.76 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 27.86 | cum | 600.93 ₹16,743.71 | 600.95 ₹16,744.27 | 651.22 ₹18,144.94 | 584.4 ₹16,283.14 Lowest |
Tender Value
₹12.5 L
EMD Value
₹31,210
Closing Date
14 Aug 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE LSGD
AE LSGD KOOTHALI GP
koothali gp 25-26 PAITHOTH ASHARIMUKKU ROAD MAINTENANCE w-10-95/26
2025_LSGD_782271_1
17/AE/KLY/2025-26
Open Tender
Civil Works - Roads
Item Wise
KOOTHLI GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,210
Yes
12 Sept 2025
6 Aug 2025
18 Aug 2025
6 Aug 2025
14 Aug 2025
6 Aug 2025
Amount
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.
75.5.6.A.1.2pb:Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. (A) By Manual Means Case - I: Nominal Chipping Size 13.2 mm II Bitumen S-65
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry 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 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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD189955/2025-2026: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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251 (BID ID -2281380)
VK SAJU (BID ID -2288174)
VVASEES (BID ID -2288412)
Bidder Name
VK SAJU
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
VVASEES
M C CHANDRAN
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