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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.8 LAccepted-AOC | L1 | Accepted-AOC L1 Lowest bidder | |
| 2 | L2₹69.6 L+₹82,036.76 (1.19%)Rejected-AOC LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | L2 | Rejected-AOC L2 | |
| 3 | L3₹69.7 L+₹92,297.18 (1.34%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹69.7 L+₹94,251.29 (1.37%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹72.6 L
EMD Value
₹50,000
Closing Date
12 Feb 2024, 3:00 pmClosed
Executive engineer, Roads division Kottayam
Executive engineer, Roads division Kottayam
D W 2023 24 Restoration due to trenching by KWA pipe line in Pattithanam Manarcad Bypass Road b/w ch 10/800 to 13/300 km RHS
2024_PWD_653884_1
PWD/RB/TR/14803/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
23 Mar 2024
3 Feb 2024
14 Feb 2024
3 Feb 2024
12 Feb 2024
3 Feb 2024
Amount
PATTITHANAM MANARKAD BYPASS ROAD RESTORATION
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
3.19.1: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.
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
4.12: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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
Shajimon Joseph
MATHEW JOSEPH
Albin Pious
Bidder Name
ANIL K KURIAN
MATHEW JOSEPH
Shajimon Joseph
Albin Pious
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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