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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC 0402 SUB TREASURYKOTTARAKARA | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical 691510 | KOLLAM | KERALA | 691510 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | WORKS CONTRACT L1 | SALIM K L2 |
|---|---|---|---|---|---|
| 1.00Retaring | |||||
| 1.00 | 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. | 55.34 | sqm | 368.3 ₹20,381.72 Lowest | 373.99 ₹20,696.61 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 51.45 | sqm | 284.89 ₹14,657.59 Lowest | 289.29 ₹14,883.97 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 788.3 | sqm | 13.9 ₹10,957.37 Lowest | 14.12 ₹11,130.8 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 788.3 | sqm | 266.45 ₹2,10,042.54 | 262.71 ₹2,07,094.29 Lowest |
| 1.00 | OD148455/2025-2026:Supplying and fixing information name board of size 75X60 using GI pipes as post 1mm MS steel surrounded by MS angles including painting lettering and fixing
in concrete etc complete | 1 | each | 1,760.84 ₹1,760.84 Lowest | 1,788.04 ₹1,788.04 |
| 2.00Road Concreting | |||||
| 2.00 | OD230408/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller | 156.9 | sqm | 32.35 ₹5,075.72 | 6.97 ₹1,093.59 Lowest |
| 2.00 | 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) | 23.54 | cum | 8,133.01 ₹1,91,410.39 Lowest | 8,549.99 ₹2,01,224.01 |
| 3.00Reconcreting & Side Concreting | |||||
Tender Value
₹11.9 L
EMD Value
₹29,661
Closing Date
27 Aug 2025, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LIDEW Section Velinalloor GP,Chadayamangalam BP, Kollam
Maintenance of Crusher Kuttimoodu Road (101/2025-26)
2025_LSGD_788359_2
03/2025-26/AE/LIDEW/VLNR
Open Tender
Civil Works - Roads
Item Rate
LIDEW Section Velinalloor GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹29,661
Yes
6 Oct 2025
19 Aug 2025
30 Aug 2025
19 Aug 2025
27 Aug 2025
19 Aug 2025
19 Aug 2025 - 27 Aug 2025
Amount
Retaring
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.
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD148455/2025-2026:Supplying and fixing information name board of size 75X60 using GI pipes as post 1mm MS steel surrounded by MS angles including painting lettering and fixing in concrete etc complete
Road Concreting
OD230408/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller
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)
Reconcreting & Side Concreting
OD148357/2025-2026:MorD: Surface dressing of the ground in All kinds of soil 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. <br>
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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
interlock
OD230462/2025-2026:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD222793/2025-2026:Interlocking concrete block pavement Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
SALIM K (BID ID -2308498)
Bidder Name
SALIM K
WORKS CONTRACT
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