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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹20.5 L+₹1.4 L (7.41%)Rejected-Finance | L2 | Rejected-Finance second lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
15 Sept 2022, 2:00 pmClosed
Executive Engineer
Executive EngineerPWD Roads Division Thiruvananthapuram
SLTF Providing 40mm CC to Old MS Road toNH 2020 2021 Ch 0 000 to 0 800 Providing40mm CC to Old MS Road to NH 2020 2021Ch 0 000 to 0 800 General Civil Work
2022_PWD_506981_1
PWD/RB/TR/11281/2022_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
4 Nov 2022
5 Sept 2022
17 Sept 2022
5 Sept 2022
15 Sept 2022
5 Sept 2022
Amount
Road work
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD73135/2022-2023:Supplying and Stacking 24mm hard Granite broken stone in standard heaps for taking measurements etc complete
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)
OD86912/2022-2023:Providing 40 mm premixed chipping carpet over BT surface with departmental broken stones after thoroughly cleaning the base with wire brushes, brooms and applying a priming coat of bitumen @ 2.5 kg /10m2 and spreading the hot premix of 0.32 m3 of 24mm,0.22 m3 of 12mm departmental metal mixed with 22.08kg of bitumen per 10 m2, rolling of dense surface, the spreading the seat coat comprising 0.09m3 of 6mm metal mixed with 8.64 kg of bitumen per 10m2 and rolling again including cost of bitumen, fuel, hire charges machineries etc, complete (Total usage of bitumen 33.22kg per 10m2) (IRC 3.4.2)
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
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
K.MURALEEDHARAN
Bidder Name
K.MURALEEDHARAN
xavier
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_726050.pdf
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details.html
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