Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.4 L+₹33,645.17 (2.58%)Accepted-AOC | L2 | Accepted-AOC L2 |
Tender Value
₹13.4 L
EMD Value
₹33,481
Closing Date
25 Nov 2019, 2:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
O/O THE ASSISTANT EXECUTIVE ENGINEER PWD ROADS SUBDIVISION ALAPPUZHA
Retender MLA ADF 2018-19 Improvements to Kanjirathara Health Center Road ward No 8 in Mannanchery Panchayath
2019_PWD_315579_2
PWD/2019-2020/4334/ALP
Open Tender
Civil Works - Roads
Item Rate
60 days
Alappuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
online
₹33,481
Yes
3 Jan 2020
16 Nov 2019
27 Nov 2019
16 Nov 2019
25 Nov 2019
16 Nov 2019
Amount
Improvements to road
od13294/2018_2019 : Dismantling of flexible pavements and disposal of dismantled materials, stacking serviceable and unserviceable materials separately, 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<br><br>Bituminous course - By Mechanical Means
4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 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.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.
od13837/2018_2019 : Supplying 18mm hard granite broken stone and stacking in standard heaps for taking measurements without hindrance for traffic
55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3 : Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
od13839/2018_2019 : providing 40mm CC over WMM surface with deptl. broken stone after thoroughly cleaning the base with wire brushes ,brass brooms and applying a tack coat of bitumen 2.5 kg/10m and spreading the hot pre mix (formed of 0.32 m3 of 18 mm stone ,0.22 m3 of 12 mm broken stone and 22.08 kg of bitumen /10m2 )to template rolling to dense compact surface then spreading the seal coat (comprising of hot premix of 0.009 m3 of 6mm broken stone and 8.64 kg of bitumen /10m2 )then rolling again to smooth finish including cost of bitumen,oil and fuels ,hire charge for brass brooms ,camber board roller hire charge and all other hire charges etc complete as per the direction of deptl. officers at site.The total usage of<br>bitumen 33.23kg/10m2<br>
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
NIZAR PALACKAL MOHAMMED IBRAHIM
Bidder Name
SUNIL M
NIZAR PALACKAL MOHAMMED IBRAHIM
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_444223.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 • 0.04 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 .