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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹78.7 L+₹2.3 L (3.06%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹79.1 L+₹2.7 L (3.56%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹80.9 L+₹4.6 L (5.99%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹83.9 L+₹7.6 L (9.90%)Rejected-Finance MUVATTUPUZHA VENDOR K K RAMACHANDRAN NAIR | THRISSUR | KERALA | 680667 | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
19 Jan 2021, 4:00 pmClosed
Superintending Engineer
Superintending Engineer,PWD Roads Central Circle ,Aluva.
Subgrade,GSB,WMM and interlocking tile are included in this estimate
2021_PWD_405038_1
PWD/2020-2021/16506/CENTRAL
Open Tender
Civil Works - Roads
Item Rate
120 days
Angamaly
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
12 Mar 2021
8 Jan 2021
22 Jan 2021
8 Jan 2021
19 Jan 2021
8 Jan 2021
Amount
3.10 : Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.
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.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.
3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
4.1.A.1 : Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 <br> Grading-I - Plant Mix MethodConstruction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.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.
55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm 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.Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm 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.
12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
E V POLLY
ALEN WILSON
BABY M J
JOBY GEORGE
MOHAMMED SHEFEEQUE K
JAIJU V MANGALY
P D JOY
P J AVARACHAN
Bidder Name
T V PHILIP
P J AVARACHAN
E V POLLY
P D JOY
BABY M J
ALEN WILSON
JOBY GEORGE
JAIJU V MANGALY
MOHAMMED SHEFEEQUE K
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