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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.9 LAccepted-AOC | 1 | Accepted-AOC lowest amount | |
| 2 | 2₹5.0 L+₹10,255 (2.10%)Rejected-AOC 191 CHERAN THOZHILALAR COLONY 9TH STREET DHARAPURAM ROAD MU CHETTIPALAYAM TIRUPPUR 641 606 TAMIL NADU | TIRUPPUR | TAMIL NADU | 641606 | 2 | Rejected-AOC highest amount |
Tender Value
₹6.1 L
EMD Value
₹6,060
Closing Date
29 Jan 2024, 3:00 pmClosed
Executive Office Keeranur Town Panchayat
Executive Office Keeranur Town Panchayat
Keeranur TP - 15th FC Construction of Storm Water Drainage at 1st Ward Kandiamman koil Road in Keeranur Town Panchayat
2024_DTP_411585_1
73/2023-3
Open Tender
Civil Works - Others
Works
90 days
Executive Office Keeranur Town Panchayat
Class II and Above
2 documents required · 2 mandatory
₹1,000
Yes
Executive Office
₹6,060
Yes
24 May 2024
21 Jan 2024
29 Jan 2024
21 Jan 2024
29 Jan 2024
21 Jan 2024
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton.
Plain Cement Concrete 1:3:6 Mix (one part cement, Three part sand and six part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
M/s. Hari Constructions
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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