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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹9.6 L+₹3,317.85 (0.35%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 2 | L1₹9.5 LRejected-AOC | L1 | Rejected-AOC L1 | |
| 3 | L3₹9.9 L+₹32,299.39 (3.38%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
₹12.5 L
EMD Value
₹31,250
Closing Date
14 Jan 2022, 4:30 pmClosed
AE LSGD Vaniyamkulam GP, Vaniyamkulam 679522
O/O AE LSGD Vaniyamkulam GP, Vaniyamkulam 679522
VKM GP-70/21-22-MANISERRY PANAMANNA ROAD RETARRING AND RENOVATION WARD-7
2022_LSGD_465693_1
02/ET/AEVKM/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
O/O AE LSGD Vaniyamkulam GP, Vaniyamkulam 679522
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,950
Yes
₹31,250
Yes
8 Feb 2022
7 Jan 2022
17 Jan 2022
7 Jan 2022
14 Jan 2022
7 Jan 2022
Amount
Retarring work
3.7 : Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
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.,including supplying and stacking of materials.
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),including supplying and stacking of materials.
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),including supplying and stacking of materials.
od1484972/2021_2022 : Surface dressing of the ground including removing vegetation and in-equalities not<br>exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil
od1384047/2021_2022 : Filling with quarry muck<br>Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling<br>the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade
6.7.1 : Interlocking Concrete Block Pavement <br> 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, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
M Balakrishnan
RAJESH.V
GANGADHARAN.K
VP SANTHOSH
Bidder Name
VP SANTHOSH
RAJESH.V
GANGADHARAN.K
M Balakrishnan
Girishkumar
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finance_666927.pdf
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