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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC KOTTAKKAL TIRUR MUNICIPALITY KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.3 L+₹2,802.45 (0.38%)Rejected-Finance NIRMAMTHUR GRAMA PANCHAYATH TIRUR 676109 KERALA | MALAPPURAM | KERALA | 676109 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RASHEED T. L2 | MOHANDAS P L1 |
|---|---|---|---|---|---|
| 1.00ROAD RE-TARRING | |||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 169.04 | sqm | 384 ₹64,911.36 Lowest | 384 ₹64,911.36 Lowest |
| 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. | 1,074 | sqm | 16 ₹17,184 | 13.5 ₹14,499 Lowest |
| 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) | 1,074 | sqm | 262 ₹2,81,388 Lowest | 262 ₹2,81,388 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. | 58.73 | cum | 73 ₹4,286.93 | 71 ₹4,169.48 Lowest |
| 1.00 | OD284679/2023-2024:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 26.1 | cum | 1,015 ₹26,491.5 Lowest | 1,015 ₹26,491.5 Lowest |
| 1.01 | OD284681/2023-2024: Modi Data of 75.8.1:Providing Plane cement concrete for road work CC1:2:4 (1 cement:2fine aggregate:4 course aggregate) laid to required slop and camber in panels (@3m c/c)as required including compaction, finishing,and tamping etc.max. size of course aggregate not exeeding 25mm ,mixed in concrete mixer etc complete as per specification (Excluding form work ) (i) Nominal mix 1:2:4 | 39.15 | cum | 8,678 ₹3,39,743.7 Lowest | 8,678 ₹3,39,743.7 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,930
Closing Date
18 Dec 2024, 6:00 pmClosed
Assistant Engineer
Assistant Engineer
pro no 356 24 Highway Nilayoram Park Road
2024_LSGD_713650_17
1 AE LID EW KTPM 25
Open Tender
Civil Works - Roads
Item Rate
Office of Assistant Engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,930
Yes
26 Nov 2025
10 Dec 2024
21 Dec 2024
10 Dec 2024
18 Dec 2024
10 Dec 2024
Amount
ROAD RE-TARRING
5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)
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)
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.
OD284679/2023-2024:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD284681/2023-2024: Modi Data of 75.8.1:Providing Plane cement concrete for road work CC1:2:4 (1 cement:2fine aggregate:4 course aggregate) laid to required slop and camber in panels (@3m c/c)as required including compaction, finishing,and tamping etc.max. size of course aggregate not exeeding 25mm ,mixed in concrete mixer etc complete as per specification (Excluding form work ) (i) Nominal mix 1:2:4
RASHEED T. (BID ID -2025558)
Bidder Name
MOHANDAS P
RASHEED T.
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