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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-AOC MANJAPRA 683 581 EKM DIST | ERNAKULAM | KERALA | 683581 | 1 | Accepted-AOC First Lowest | |
| 2 | 2₹5.3 L+₹24,927.37 (4.92%)Rejected-Finance | 2 | Rejected-Finance Second Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,385
Closing Date
11 Sept 2024, 5:00 pmClosed
AEE II
IIP Subdivision No 2 Angamaly
IIP-Low level canal - Improvements to canal bund road between Ch. 10500 m to 10700 m Angamaly
2024_Irrig_652645_5
6/ET/AEE-II/IIP/2023-24
Open Tender
Civil Works - Canal
Item Rate
120 days
Angamaly
Please refer Tender documents.
7 documents required · 7 mandatory
₹920
Yes
₹10,385
Yes
21 Oct 2024
30 Aug 2024
13 Sept 2024
30 Aug 2024
11 Sept 2024
30 Aug 2024
Amount
Appendix A - Road
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
4.12: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.
5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving 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, finished to the required level and grades.
5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm
Appendix B- Irish drain
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
P. RAMESAN
Bidder Name
P. RAMESAN
SANEESH KURIAKOSE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1071180.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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