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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹56.6 LAccepted-AOC | L 1 | Accepted-AOC Accepted as L 1 bidder | |
| 2 | Rejected-Technical | - | Rejected-Technical As per enclosed TCR | |
| 3 | Rejected-Technical ANGUL ODISHA 759132 INDIA UDYAM OD 01 0005071 | ANUGUL | ODISHA | 759132 | - | Rejected-Technical As per enclosed TCR | |
| 4 | Rejected-Technical AT NARAHARIPUR PO HENSMYL TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | - | Rejected-Technical As per enclosed TCR |
Tender Value
₹53.4 L
EMD Value
₹66,800
Closing Date
9 Dec 2022, 5:00 pmClosed
KAUSHAL KUMAR, S.O., CIVIL, LINGARAJ, AREA MCL
KAUSHAL KUMAR, O/O STAFF OFFICER, CIVIL, LINGARAJ AREA, MCL
Making of temporary flexible pavement at Dumper parking area, near TRH of Lingaraj OCP, Lingaraj Area.
2022_MCL_263017_1
MCL/GMLA/e-Tender/SOC/22-23/79 dt.22/11/22
Open Tender
Civil Works - Roads
Item Rate
75 days
LINGARAJ OCP
Please refer Tender documents.
5 documents required · 5 mandatory
₹66,800
25 Mar 2023
22 Nov 2022
12 Dec 2022
23 Nov 2022
9 Dec 2022
23 Nov 2022
23 Nov 2022 - 2 Dec 2022
Amount
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
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.for grading-III Material
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. 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
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Total impact of GST for the purpose of CTC
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