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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC | ₹21.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical l3 |
Tender Value
₹22.3 L
EMD Value
₹33,472
Closing Date
4 Dec 2021, 11:00 amClosed
Executive Engineer
PWD Roads Division Idukki
General Providing 20mm Bit CC to Vellathooval Konnathady Road km 0/000 to 2/900 patch work
2021_PWD_456649_1
68/EE/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Vellathooval
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹33,472
Yes
27 May 2022
26 Nov 2021
6 Dec 2021
26 Nov 2021
4 Dec 2021
26 Nov 2021
Amount
Detailed estimate
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2: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)
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method
55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.
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
JACOB CHACKO
Saju Chacko
Bidder Name
JOLLY JOSE
JACOB CHACKO
Saju Chacko
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fin_eval.pdf
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finance_653395.pdf
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