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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.0 L−₹17.1 L (89.7%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹19.6 L+₹53,878 (2.82%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹20.5 L+₹1.4 L (7.49%)Rejected-AOC MUVATTUPUZHA PO KACHERITHAZHAM ERNAKULAM PIN 686661 | MUVATTUPUZHA | ERNAKULAM | KERALA | 686661 | L4 | Rejected-AOC L4 |
Tender Value
₹17.9 L
EMD Value
₹44,643
Closing Date
10 Jan 2020, 3:00 pmClosed
Executive Engineer
Executive Engineer, PWD Roads Division, Muvattupuzha
Provisions provided in this estimates are,widening GSB,WMM, filling of pot holes using 36mm and close grade surfacing20mm thick
2020_PWD_334090_1
PWD/2019-2020/8789/RDDnMVA
Open Tender
Civil Works - Roads
Item Rate
180 days
Vazhakulam Enanelloor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
online
₹44,643
Yes
22 Feb 2020
4 Jan 2020
13 Jan 2020
4 Jan 2020
10 Jan 2020
4 Jan 2020
Amount
Appendix A Road Works
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 1000mExcavation 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
4.1.A.1 : Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 <br> Grading-I - Plant Mix MethodConstruction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.
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.
5.7.2 : Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.
Shynu T Varghese
Babu M.T
Siraj N.E.
Bidder Name
K K ISMAIL
Shynu T Varghese
Siraj N.E.
Babu M.T
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