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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹27.8 L+₹3.7 L (15.5%)Rejected-AOC | L2 | Rejected-AOC Rejected |
Tender Value
₹26.8 L
EMD Value
₹40,178
Closing Date
21 Oct 2021, 3:00 pmClosed
The Executive Engineer
The Executive EngineerPWD Roads Division Kollam
SLTF-OR 2020-21 Urgent Patch repairs to providing close graded premix carpet to Kottapuram pulipra Alu road---General Civil Work
2021_PWD_444072_1
24/ET/EE/2021-22
Open Tender
Civil Works - Roads
Item Rate
120 days
Kollam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹40,178
Yes
7 Dec 2022
7 Oct 2021
23 Oct 2021
7 Oct 2021
21 Oct 2021
7 Oct 2021
Amount
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
15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.
OD25350/2021-2022:Dry rubble masonry work for foundation and superstructure for retaining walls.
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.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD25351/2021-2022:PlainCement Concrete PCC Grade M20 (Without formwork) as wearing coarse in Open Foundation complete as per Drawing and Technical Specifications
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
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.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.
4.1.B.2: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-VI - For sub-base cum drainage layer - 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.
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.
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.
OD25352/2021-2022:Mix Seal Surfacing -Providing, laying and rolling of close-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 0.9 mm aggregates using Bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD. (Total usage of bitumen 27Kg/10m2).
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
ABHIMANYU A
Bidder Name
SHIJU.C.RAJU
ABHIMANYU A
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