Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.1 L+₹73,839.28 (2.15%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹35.2 L+₹74,566.83 (2.17%)Rejected-Finance OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | L3 | Rejected-Finance L3 | |
| 4 | L4₹36.6 L+₹2.2 L (6.25%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
₹38.7 L
EMD Value
₹50,000
Closing Date
30 Jun 2020, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer, PWD Roads division, Kakkanad, Trikkakara. P.O
MLA ADS 2019-20 Construction of CC drain in Colony-Anganawadi road in Ward 18 of Chedamangalam Grama Panchayath under Roads section North Paravur
2020_PWD_366308_1
PWD/2020-2021/14166/RdDnEKM
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of the Executive Engineer, PWD Roads divis
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
online
₹50,000
Yes
5 Jan 2021
19 Jun 2020
3 Jul 2020
19 Jun 2020
30 Jun 2020
19 Jun 2020
Amount
DRAIN AND ROAD WORK
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>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. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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.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>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 <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>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 <br> RCC Grade M20 - Using Concrete Mixer <br>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 SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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.
od28138/2019_2020 : Supplying and filling quarry muck for forming the road in weak soil and conveyance of all materials, labour charges for spreading in line and level with all leads and lifts involved etc complete as directed by the departmental officers at site
od28139/2019_2020 : Engaging man mzdoor for clearing the site and placing the cover slabs in position.
od28143/2019_2020 : supply and fixing mild steel greatings size 0.45x0.30 m in the starting point of drainage fixed in the cover slab of drain including all materials ,labor,hire charges etc complete
od7275/2020_2021 : Supplying and fitting Inauguration stone with lettering
SYAM.K.T
BIJU.O.P
Gokul Sakthi
Nassar MS
Bidder Name
SYAM.K.T
BIJU.O.P
Nassar MS
YAKOOB K B
Gokul Sakthi
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_517579.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .