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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC PLOT NO 4541 8062 INDRAHARI NAGAR TURANG DIST ANGUL ODISHA 759122 | DHENKANAL | ODISHA | 759122 | ₹1.1 Cr Quoted ₹94.5 L | L1 | Accepted-AOC AWARDED BEING L1 |
| 2 | L2₹95.9 L+₹1.4 L (1.44%)Rejected-Finance | ₹95.9 L+₹1.4 L (1.44%) | L2 | Rejected-Finance REJECTED NOT BEING L-1 |
| 3 | L3₹1.0 Cr+₹7.3 L (7.71%)Rejected-Finance AT BADAJORADA TALCHER ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹1.0 Cr+₹7.3 L (7.71%) | L3 | Rejected-Finance REJECTED NOT BEING L-1 |
| 4 | L4₹1.1 Cr+₹13.8 L (14.6%)Rejected-Finance AT MALLIBANDHA PO KALAMACHHUNIN PS COLLIERY TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | ₹1.1 Cr+₹13.8 L (14.6%) | L4 | Rejected-Finance REJECTED NOT BEING L-1 |
| 5 | L5₹1.1 Cr+₹17.6 L (18.6%)Rejected-Finance AT BHAIRABI SAHI PO TALCHER TOWN PS TALCHER DIST ANGUL 759107 | TALCHER | ANGUL | ODISHA | 759107 | ₹1.1 Cr+₹17.6 L (18.6%) | L5 | Rejected-Finance REJECTED NOT BEING L-1 |
| Sl No | Description | Qty | Unit | BIBHUTI BHUSAN DHAR L1 | JUDHISTHIRA PRADHAN L2 | ABHAYA KUMAR MOHANTY L4 | SOUMYA RANJAN PRADHAN L3 | SANJIB KUMAR BHUTIA L5 |
|---|---|---|---|---|---|---|---|---|
| 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 ) | 4,884.75 | Cum | 22 ₹1,07,464.5 Lowest | 39 ₹1,90,505.25 | 49 ₹2,39,352.75 | 26 ₹1,27,003.5 | 47.25 ₹2,30,804.44 |
| 2.00 | 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 | 978.75 | Cum | 1,100 ₹10,76,625 Lowest | 1,185 ₹11,59,818.75 | 1,300 ₹12,72,375 | 1,249 ₹12,22,458.75 | 1,451.83 ₹14,20,978.61 |
| 3.00 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means: Grading- I (63 to 45 mm) Using Screening Type-A (13.2mm Agg.) | 1,049.63 | Cum | 1,578 ₹16,56,316.14 | 1,395 ₹14,64,233.85 Lowest | 1,650 ₹17,31,889.5 | 1,549 ₹16,25,876.87 | 1,714.32 ₹17,99,401.7 |
| 4.00 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes. | 30 | Mtr | 2,160 ₹64,800 | 2,105 ₹63,150 | 1,795 ₹53,850 Lowest | 2,700 ₹81,000 | 1,806.1 ₹54,183 |
| 5.00 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes. | 15 | Mtr | 3,600 ₹54,000 | 2,689 ₹40,335 | 2,210 ₹33,150 Lowest | 3,500 ₹52,500 | 2,223.01 ₹33,345.15 |
| 6.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 504 | Cum | 48 ₹24,192 Lowest | 85 ₹42,840 | 99 ₹49,896 | 129 ₹65,016 | 126.58 ₹63,796.32 |
| 7.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 56 | Cum | 400 ₹22,400 Lowest | 435 ₹24,360 | 550 ₹30,800 | 589 ₹32,984 | 530.89 ₹29,729.84 |
| 8.00 | 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 40 mm nominal size derived from natural sources) | 56 | Cum | 2,800 ₹1,56,800 | 2,759 ₹1,54,504 Lowest | 3,600 ₹2,01,600 | 2,900 ₹1,62,400 | 3,044.77 ₹1,70,507.12 |
| 9.00 | Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 184 | Cum | 2,700 ₹4,96,800 Lowest | 3,537 ₹6,50,808 | 3,600 ₹6,62,400 | 3,800 ₹6,99,200 | 3,183.3 ₹5,85,727.2 |
| 10.00 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate) | 300 | Sqm | 80 ₹24,000 Lowest | 225 ₹67,500 | 238 ₹71,400 | 289 ₹86,700 | 262.34 ₹78,702 |
Tender Value
₹2.3 Cr
EMD Value
₹2.8 L
Closing Date
23 Jun 2025, 5:00 pmClosed
STAFF OFFICER CIVIL BHARATPUR AREA
STAFF OFFICER CIVIL BHARATPUR AREA N.S.NAGAR ANGUL ODISHA-759148
Strengthing of Kuchha road from conventional challan point to panchamukhi chowk , new ROB to CHP chowk along CT road , Deco chowk to mines new view point,jambubahali chhowk towards magazine of Bharatpur OCP.
2025_MCL_337025_1
GM(BA)/SO(C)/e Tender/2025-26/215 Dt.05.06.2025
Open Tender
Civil Works - Roads
Item Rate
90 days
BHARATPUR OCP
AS PER NIT
5 documents required · 5 mandatory
₹2.8 L
16 Sept 2025
6 Jun 2025
25 Jun 2025
6 Jun 2025
23 Jun 2025
6 Jun 2025
6 Jun 2025 - 16 Jun 2025
Amount
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 )
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
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means: Grading- I (63 to 45 mm) Using Screening Type-A (13.2mm Agg.)
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 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 40 mm nominal size derived from natural sources)
Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
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 Shelves (Cast in situ)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing 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 de rived from natural sources)
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)
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
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. By Mechanical Means:Grading- I (63 to 45 mm) Using Screening Type-A (13.2mm Agg.)
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section - 300 )
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
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
JUDHISTHIRA PRADHAN (BID ID -1162124)
SOUMYA RANJAN PRADHAN (BID ID -1161705)
ABHAYA KUMAR MOHANTY (BID ID -1162607)
SANJIB KUMAR BHUTIA (BID ID -1162562)
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