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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | L1 | Accepted-AOC EXECUTED AGREEMENT | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹11.4 L
EMD Value
₹28,600
Closing Date
16 Oct 2024, 6:00 pmClosed
SE,KOLLAM CORPORATION
SE , KOLLAM CORPORATION
ERAVIPURAM ZONALDIV 36 RAJADHANI AUDITORIUM BACKSIDE LEO CLUBMOOTHEDATHKAV U MALIKAKKADARO AD RETARRINGERAVIPURAM ZONALDIV 36 RAJADHANI AUDITORIUM BACKSIDE LEO CLUBMOOTHEDAT HKAVU MALIKAKKADAROAD RETARRING
2024_LSGD_693237_12
PC4/16546/23
Open Tender
Civil Works - Roads
Item Rate
180 days
KOLLAM CORPORATION
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹28,600
Yes
21 Dec 2024
1 Oct 2024
18 Oct 2024
1 Oct 2024
16 Oct 2024
1 Oct 2024
1 Oct 2024 - 16 Oct 2024
Amount
Road maintenance
OD34731/2024-2025:Preparation of Foundation for Embankment. Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift up-to 3m and lead up-to 1000m as per Technical Specification Clause 301.4. [If in case, the existing non-bituminous layers also gets scarified, it shall be re-set by manual-means.]
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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
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.
OD34742/2024-2025:providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and Technical specification clause 1504
OD104783/2024-2025:Providing Plain cement concrete for Berm work CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope and camber in panels (@3m c/c) as required including compaction, finishing and 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)
azahrudeen
Bidder Name
H ANZAR
azahrudeen
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1080192.pdf
boq_comp_chart.xlsx
xlsx
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