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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.9 LAdmitted-Finance AT SUSUDA PO ANKULA DIST ANGUL ODISHA 759132 | ANUGUL | ODISHA | 759132 | ₹46.9 L | L1 | Admitted-Finance |
| 2 | L2₹50.4 LAdmitted-Finance | ₹50.4 L | L2 | Admitted-Finance |
| 3 | L3₹50.7 LAdmitted-Finance AT BELTIKIRI SADAR DHENKANAL | ₹50.7 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BIJAY KUMAR PRADHAN L1 | SUNACHANDA NANDA L3 | HIND ENGINEERING L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator 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 with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications) | 118 | CUM | 70 ₹8,260 | 60.18 ₹7,101.24 | 74 ₹8,732 |
| 2.00 | Preparation and consolidation of subgrade with road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with power roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth upto 50 metres. | 11.8 | 100 sqm | 900 ₹10,620 | 9,887.13 ₹1.2 L | 4,400 ₹51,920 |
| 3.00 | 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 plant mix method at OMC, 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 | 177 | CUM | 1,900 ₹3.4 L | 1,849.32 ₹3.3 L | 1,700 ₹3.0 L |
| 4.00 | 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 plant mix method at OMC, 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 | 177 | CUM | 1,950 ₹3.5 L | 1,679.92 ₹3.0 L | 1,800 ₹3.2 L |
| 5.00 | Plain/Reinforced cement concrete in sub-structure including formwork, shuttering etc. complete as per drawing and technical specifications-PCC Grade M15-Height upto 5m | 177 | CUM | 3,900 ₹6.9 L | 4,559.79 ₹8.1 L | 4,444 ₹7.9 L |
| 6.00 | Plain/Reinforced cement concrete in sub-structure including formwork, shuttering etc. complete as per drawing and technical specifications-RCC Grade M35-Height upto 5m-With Batching Plant, Transit Mixer and Concrete Pump | 354 | CUM | 4,154 ₹14.7 L | 5,308.73 ₹18.8 L | 5,754 ₹20.4 L |
| 7.00 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clause of section 1600 | 24.78 | TONNE | 72,000 ₹17.8 L | 63,840.04 ₹15.8 L | 60,000 ₹14.9 L |
| 8.00 | Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC | 1 | Nos | 46,453.06 ₹46,453.06 | 50,167.74 ₹50,167.74 | 49,904.56 ₹49,904.56 |
Tender Value
₹80.3 L
EMD Value
₹1.0 L
Closing Date
4 May 2026, 5:00 pmClosed
STAFF OFFICER CIVIL KANIHA AREA MCL
STAFF OFFICER CIVIL KANIHA AREA MCL TALCHER ANGUL ODISHA 759117
STRENGTHENING OF EXISTING ROAD INFRONT OF WATER LOADING PLATFORM NEAR SEDIMENTATION POND FOR A LENGTH OF 115.00 MTR UNDER KOCP, KA
2026_MCL_358409_1
MCL/GM(KA)/SO(C)/26-27/38 DT. 16.04.2026
Open Tender
Civil Works - Roads
60 days
KANIHA OCP
AS PER NIT
5 documents required · 5 mandatory
₹1.0 L
29 May 2026
16 Apr 2026
6 May 2026
17 Apr 2026
4 May 2026
17 Apr 2026
17 Apr 2026 - 27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator 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 with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications) | - | CUM | - | - | - | |
Preparation and consolidation of subgrade with road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with power roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth upto 50 metres. | - | 100 sqm | 1 | - | - | |
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 plant mix method at OMC, 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 | - | CUM | - | - | - | |
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 plant mix method at OMC, 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 | - | CUM | - | - | - | |
Plain/Reinforced cement concrete in sub-structure including formwork, shuttering etc. complete as per drawing and technical specifications-PCC Grade M15-Height upto 5m | - | CUM | - | - | - | |
Plain/Reinforced cement concrete in sub-structure including formwork, shuttering etc. complete as per drawing and technical specifications-RCC Grade M35-Height upto 5m-With Batching Plant, Transit Mixer and Concrete Pump | - | CUM | - | - | - | |
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clause of section 1600 | - | TONNE | - | - | - | |
Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC | - | Nos | - | - | BI01010001010000000000000515BI0100001130 |
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