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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹4,038.67 (0.01%)Admitted-Finance | ₹2.7 Cr+₹4,038.67 (0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Chandam Arunkumar Singh L2 | M/s Acura Ventures L1 |
|---|---|---|---|---|---|
| 1.00Ward No.7 of Sagolband A/C | |||||
| 1.01Sub- Heads/Items of Work | |||||
| 1.02 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil. | 889.95 | cum | 243.59 ₹2,16,785.59 Lowest | 243.59 ₹2,16,785.59 Lowest |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m. | 293.68 | cum | 204.29 ₹59,995.82 Lowest | 204.29 ₹59,995.82 Lowest |
| 1.04 | Providing and laying cement concrete of specified grade excluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.) | 97.72 | cum | 8,786.19 ₹8,58,586.19 Lowest | 8,786.19 ₹8,58,586.19 Lowest |
| 1.05 | R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcement in 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size) | 161.73 | cum | 13,718.89 ₹22,18,701.37 Lowest | 13,718.89 ₹22,18,701.37 Lowest |
| 1.06 | Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars. | 34,288.17 | Kg | 118.75 ₹40,71,719.59 | 118.71 ₹40,70,485.22 Lowest |
| 1.07 | Providing form works i/c centering and shuttering so as to give a rough finish, shuttering & propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:- | - | - | - | - |
| 1.08 | a) Foundation footings, bases of column etc. and mass concrete | 1,842.87 | sqm | 466.02 ₹8,58,806.44 Lowest | 466.02 ₹8,58,806.44 Lowest |
| 2.00Ward No.8 of Sagolband A/C | |||||
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
22 Jul 2024, 12:00 pmClosed
Chief Engineer
MOBEDS, Koirengei, SHQ BSF Gate Near Reliance High School, Imphal East.
Construction of Drains in Imphal City Portion-A,B, C and D
2024_MOBED_2439_1
MOBEDS-08/2024
Open Tender
Civil Works
Item Rate
180 days
Imphal
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Member Secretary
₹4.6 L
29 Jul 2024
3 Jul 2024
22 Jul 2024
3 Jul 2024
22 Jul 2024
3 Jul 2024
Amount
Ward No.7 of Sagolband A/C
Sub- Heads/Items of Work
Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil.
Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m.
Providing and laying cement concrete of specified grade excluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.)
R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcement in 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size)
Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars.
Providing form works i/c centering and shuttering so as to give a rough finish, shuttering & propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:-
a) Foundation footings, bases of column etc. and mass concrete
Ward No.8 of Sagolband A/C
Sub- Heads/Items of Work
Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil.
Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m.
Providing and laying cement concrete of specified grade excluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.)
R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcement in 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size)
Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars.
Providing form works i/c centering and shuttering so as to give a rough finish, shuttering & propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:-
a) Foundation footings, bases of column etc. and mass concrete
Ward No.10 of Sagolband A/C
Sub- Heads/Items of Work
Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil.
Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m.
Providing and laying cement concrete of specified grade excluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.)
R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcement in 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size)
Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars.
Providing form works i/c centering and shuttering so as to give a rough finish, shuttering & propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:-
a) Foundation footings, bases of column etc. and mass concrete
Ward No.24 of Sagolband A/C
Sub- Heads/Items of Work
Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil.
Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m.
Providing and laying cement concrete of specified grade excluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.)
R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcement in 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size)
Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars.
Providing form works i/c centering and shuttering so as to give a rough finish, shuttering & propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:-
a) Foundation footings, bases of column etc. and mass concrete
Chandam Arunkumar Singh
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