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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.0 LAccepted-AOC AT PO BANDHABAHAL DIST JHARSUGUDA PIN 768211 | BANDHABAHAL | JHARSUGUDA | ODISHA | 768211 | L-1 | Accepted-AOC Successful L-1 Bidder | |
| 2 | L-2₹11.9 L+₹2.6 L (27.5%)Rejected-Finance | L-2 | Rejected-Finance Unsuccessful Bidder | |
| 3 | L-3₹12.2 L+₹2.9 L (31.4%)Rejected-Finance | L-3 | Rejected-Finance Unsuccessful Bidder |
Tender Value
₹18.6 L
EMD Value
₹23,300
Closing Date
29 Oct 2022, 5:00 pmClosed
STAFF OFFICER CIVIL MCL LAKHANPUR AREA
GM OFFICE MCL LAKHANPUR AREA
Diversion of road adjacent to quarry no.6 and passing through the village Khaliapali under Lakhanpur OCP of Lakhanpur Area.
2022_MCL_259160_1
MCL/GM/LKPA/SOC/2022-23/36/574 dt 12.10.22
Open Tender
Civil Works - Roads
Item Rate
50 days
GM OFFICE MCL LAKHANPUR AREA
AS PER NIT
3 documents required · 3 mandatory
₹23,300
7 Dec 2022
13 Oct 2022
31 Oct 2022
13 Oct 2022
29 Oct 2022
13 Oct 2022
13 Oct 2022 - 18 Oct 2022
Amount
Item Description/ Heading
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. (i) for grading- I Material
Wet Mix Macadam 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources.
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder
Total impact of GST for the purpose of CTC
SIDDHI VINAYAK CONSTRUCTIONS
Arun Kumar Naik
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