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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹4.0 L (2.74%)Rejected-AOC | ₹1.5 Cr+₹4.0 L (2.74%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹7.9 L (5.50%)Rejected-Finance | ₹1.5 Cr+₹7.9 L (5.50%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.5 Cr+₹8.2 L (5.66%)Rejected-Finance | ₹1.5 Cr+₹8.2 L (5.66%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.5 Cr+₹8.7 L (6.02%)Rejected-Finance KERALA KL KERALA | PALAKKAD | KERALA | 678621 | ₹1.5 Cr+₹8.7 L (6.02%) | L5 | Rejected-Finance L5 |
Tender Value
₹1.8 Cr
EMD Value
₹50,000
Closing Date
27 Apr 2023, 4:00 pmClosed
Office of the Superintending Engineer, PWD Roads ,
The Superintending Engineer, PWD, Roads , North Circle, Kozhikode
DEPOSIT Mavoor Eranhimav Road Restoration between KM3/600and 8/000 due to road cut by KWA for pipe laying General Civil Work
2023_PWD_572590_1
PWD/RB/TR/367/2023_5_2_1/2
Open Tender
Civil Works - Roads
Item Rate
60 days
KOZHIKODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
6 Jun 2023
19 Apr 2023
29 Apr 2023
19 Apr 2023
27 Apr 2023
19 Apr 2023
Amount
Restoration Work
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
OD234529/2022-2023: Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for compacting original ground supporting sub grade construction
OD234598/2022-2023:Construction of granular sub-base by providing graded material, spreading in uniform layers on a prepared surface, mixing by mix in-place method, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
OD235338/2022-2023:Filling with granular material in the areas where the soil is of slushy in nature to achieve adequate bearing capacity and as a drainage layer laid in line and level compacted with plate vibrator etc complete as per Technical Specification and as directed by the Engineer in charge. (Derived from 13.9.A)
OD235238/2022-2023:Construction of granular sub-base by providing graded material, spreading in uniform layers on a prepared surface, mixing by mix in-place method, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
OD234599/2022-2023:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
PMR Construction Company
L&A INFRAZ DEVELOPERS LLP
P.T. SREENIVASAN
MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED
K.ANIL KUMAR
ADAYI KV
Bidder Name
PMR Construction Company
P.T. SREENIVASAN
K.ANIL KUMAR
Pullat Assain Haji
ADAYI KV
MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED
L&A INFRAZ DEVELOPERS LLP
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finance_845330.pdf
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