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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹52.9 LAccepted-AOC SIMLABAHAI JHARIA DHANBAD DHANBAD 828111 JHARKHAND | DHANBAD | DHANBAD | JHARKHAND | 828111 | ₹52.9 L | L-1 | Accepted-AOC L-1 Bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not as per NIT |
| 3 | Rejected-Technical 304 | DHANBAD | JHARKHAND | 818142 | - | - | Rejected-Technical Not as per NIT |
| 4 | Rejected-Technical AT SUNDERPUR PO JEALGORA DHANBAD | - | - | Rejected-Technical Not as per NIT |
| Sl No | Description | Qty | Unit | M/S Vijay Pratap Singh L1 |
|---|---|---|---|---|
| 1.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 359.8 | M3 | 180 ₹64,764 |
| 2.00 | Construction of Subgrade :
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 : By vibratory roller | 268 | M3 | 220 ₹58,960 |
| 3.00 | Granular Sub-Base with Close Graded Material (Table:- 400-1)By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grading- I Material | 442.2 | M3 | 2,100 ₹9,28,620 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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). | 137.1 | M3 | 5,500 ₹7,54,050 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 305.73 | M3 | 6,753 ₹20,64,594.69 |
| 6.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 26.2 | M3 | 215 ₹5,633 |
| 7.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (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 | 119 | M3 | 175 ₹20,825 |
| 8.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (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.Ordinary rock | 119 | M3 | 359 ₹42,721 |
| 9.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4.11 | M3 | 1,320 ₹5,425.2 |
| 10.00 | 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) drive from natural source : 6 graded stone aggregate 40 mm nominal size) | 12.33 | M3 | 5,760 ₹71,020.8 |
Tender Value
₹50.6 L
EMD Value
₹63,300
Closing Date
19 Aug 2024, 5:00 pmClosed
ACE, Bastacolla Area
Civil Department, Bastacolla Area Office
Construction of Approach road and Drain at various weighbridges under Bastacolla Area
2024_BCCL_314760_1
BCCL/Civil/BA/2024-25/eNIT-19
Open Tender
Civil Works - Roads
120 days
Bastacolla Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹63,300
26 Mar 2026
10 Aug 2024
21 Aug 2024
10 Aug 2024
19 Aug 2024
10 Aug 2024
10 Aug 2024 - 14 Aug 2024
Amount
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Construction of Subgrade : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 : By vibratory roller
Granular Sub-Base with Close Graded Material (Table:- 400-1)By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grading- I Material
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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 cement concrete of specified grade excluding the cost of centering and shuttering - 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (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
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (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.Ordinary rock
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) drive from natural source : 6 graded stone aggregate 40 mm nominal size)
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 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 up to plinth level. Thermo-Mechanically Treated bars.
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like including the cost of required centering, shuttering but excluding cost of reinforcement, with1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mmnominal size).
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