Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC | L1 | Accepted-AOC FIRST LOWEST | |
| 2 | L2₹12.2 L+₹10,819.29 (0.89%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST | |
| 3 | L3₹12.8 L+₹71,451 (5.91%)Rejected-AOC N A | NA | NA | 121004 | L3 | Rejected-AOC THIRD LOWEST |
Tender Value
₹12.9 L
EMD Value
₹19,393
Closing Date
11 Jun 2021, 3:00 pmClosed
ASSISTANT EXECUTIVE NGINEER
Office of the Assistant Executive Engineer, PWD Roads Sub Division, Punalur, Valacode (P.O), 691331
MLA ADS 2018 19 construction of approach road in pathupara bridge in pathanapuram LAC
2021_PWD_411519_4
23/PWD/2020-2021/18030/PNLR
Open Tender
Civil Works - Roads
Item Rate
180 days
PATHANAPURAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹19,393
Yes
20 Jul 2021
2 Jun 2021
14 Jun 2021
2 Jun 2021
11 Jun 2021
2 Jun 2021
Amount
construction of approach road
2.2 : Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the areaClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
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
4.12 : 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.
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.
5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
od12860/2020_2021 : Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual<br>means<br>-<br>Providing, laying and rolling of close-graded premix surfacing materialof 20 mm thickness composed of<br>11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using V G 30 to the required line,<br>grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable<br>plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and<br>grade
3.24.A : Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)<br>Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
Manilal T
Anoop D
Bidder Name
Manilal T
Anoop D
N V AJAYAKUMAR
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 .