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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹49.0 L+₹1.8 L (3.74%)Rejected-AOC VADAKE EDIVETTIYAKATH EZHUGANIYIL HOUSE KANUR | KANNUR | KERALA | 670001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹51.0 L+₹3.8 L (8.00%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹53.8 L+₹6.6 L (13.9%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹53.8 L+₹6.6 L (13.9%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹61.8 L
EMD Value
₹50,000
Closing Date
28 Oct 2020, 2:00 pmClosed
Executive Engineer
PWD Roads Division Manjeri
Restoration works to KWA pipe line trenches in between KM 6/000 and 13/000 on Tanalur-Puthanathani road in Tirur LAC in Malappuram district.
2020_PWD_393415_1
D7/RdDnMNJ/RD/2020/2676 dtd 21/10/2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Tirur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
online
₹50,000
Yes
11 Nov 2020
21 Oct 2020
30 Oct 2020
21 Oct 2020
28 Oct 2020
21 Oct 2020
Amount
Road surface
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
4.2.A.2 : 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-IV - For lower sub base - Mix in Place Method <br>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. 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.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.
5.7.1 : Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) 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 11.2 mm to 0.09 mm (Type-A) 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.
VEA SHANAVAS
P K Hameed
MUHAMMED RIYAS M P
AJAYKUMAR
MALABAR UNION LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
Bidder Name
P K Hameed
VEA SHANAVAS
MUHAMMED RIYAS M P
MALABAR UNION LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
AJAYKUMAR
ABDU SALIM N
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