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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-AOC | 1 | Accepted-AOC Quoted rate is lower than the others.so work is awarded to the lowest quoted bidder. | |
| 2 | 2₹5.5 L+₹8,318.37 (1.54%)Rejected-AOC | 2 | Rejected-AOC quoted rate is high.so rejected | |
| 3 | 3₹5.5 L+₹10,088.37 (1.87%)Rejected-AOC | 3 | Rejected-AOC quoted rate is high.so rejected | |
| 4 | 4₹5.7 L+₹28,539.17 (5.30%)Rejected-AOC PARAVILA PUTHENVEEDU MUTTAKKAVU NEDUMPANA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | 4 | Rejected-AOC quoted rate is high.so rejected | |
| 5 | 5₹5.9 L+₹47,028.77 (8.73%)Rejected-AOC | 5 | Rejected-AOC quoted rate is high.so rejected |
Tender Value
₹6.0 L
EMD Value
₹8,979
Closing Date
6 Aug 2021, 2:00 pmClosed
Assistant Executive Engineer
PWD.Roads Subdivision Attingal
This estimate is prepared to restore the KWA pipe laid portion in the Vettor Panayilkadavu road about 800m length with GSB and WMM
2021_PWD_432326_1
PWD/RB/TR/94052/2021_5_1/1
Open Tender
Civil Works - Roads
Item Rate
VARKALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,320
Yes
₹8,979
Yes
18 Aug 2021
29 Jul 2021
9 Aug 2021
29 Jul 2021
6 Aug 2021
29 Jul 2021
Amount
Restoration
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
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.
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.
ANIMON G K
VINODONAIR
SHIRAZ A NAHAS
SULFIKAR M
INZAR S
Bidder Name
A N CONSTRUCTIONS
SULFIKAR M
SHIRAZ A NAHAS
ANIMON G K
VINODONAIR
INZAR S
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