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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC L1 Admitted | |
| 2 | L2₹4.7 L+₹13,094.23 (2.85%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹4.4 L
EMD Value
₹11,029
Closing Date
26 Feb 2022, 1:30 pmClosed
Assistant Executive Engineer PWD Roads Subdivision
Assistant Executive Engineer PWD Roads Subdivision Chittur
G E N E R A L - F l o o d D a m a g e 2 0 2 1 - Reconstruction of damaged road surface and toe wall at Km 10/450 RHS on Nemmara Nelliyampathy road
2022_PWD_475941_1
PWD/RB/TR/100492/2021_5_2_2/1
Open Tender
Civil Works - Roads
Item Rate
120 days
chittur
Please refer Tender documents.
11 documents required · 11 mandatory
₹975
Yes
₹11,029
Yes
22 Apr 2022
19 Feb 2022
1 Mar 2022
19 Feb 2022
26 Feb 2022
19 Feb 2022
Amount
Reconstruction of damaged road surface and toe wall at Km 10/450 RHS on Nemmara Nelliyampathy road
OD61663/2021-2022:Engaging Man mazdoor
OD63641/2021-2022:Engaging wood cutter for Tree cutting
OD63488/2021-2022:Hire charges for Mechanical wood cutting Saw including all fuel, lubricants charges etc complete
OD63509/2021-2022:Breaking of hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, in accordance with requirements of lines, grades and cross sections. Mechanised
10.13:Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side.
3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
16.2:Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000 m.
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
4.2.A.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-III -For lower sub-base - Mix in Place Method
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
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.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
G.RAMACHANDRAN
Bidder Name
G.RAMACHANDRAN
BHARATHAN P
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