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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.4 L+₹9,697.74 (1.17%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹9.2 L+₹87,162.79 (10.5%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹9.6 L+₹1.3 L (15.4%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹10.7 L+₹2.4 L (29.1%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹10.6 L
EMD Value
₹26,474
Closing Date
29 Mar 2023, 3:00 pmClosed
AEE, PWD Roads Sub Division,Palakkad
AEE, PWD Roads Sub Division,Palakkad
-Re construction of damaged Culvert at ch 5/700 of Olavakkode- Dhoni road-Re construction of damaged Culvert at ch 5/700 of Olavakkode- Dhoni road-
2023_PWD_568301_1
PWD/RB/16233/2022-2023
Open Tender
Civil Works - Roads
Item Rate
60 days
Dhoni
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹26,474
Yes
20 Apr 2023
21 Mar 2023
31 Mar 2023
21 Mar 2023
29 Mar 2023
21 Mar 2023
21 Mar 2023 - 29 Mar 2023
Amount
CD Work
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>
3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
4.2.A.2: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-IV - For lower sub-base - 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.
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
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.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm
A SAMEERKHAN
SUNIL PAUL
Manoj A
Subhash A
Bidder Name
Manoj A
Subhash A
A SAMEERKHAN
SUNIL PAUL
Javed Khan S
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