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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹16.4 L (10.0%)Admitted-Finance | ₹1.8 Cr+₹16.4 L (10.0%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹25.4 L (15.5%)Admitted-Finance | ₹1.9 Cr+₹25.4 L (15.5%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s G.Thaninjao R.Naga and Sons L3 | Elsalin Kamei L1 | M/s Kshetrimayum L2 |
|---|---|---|---|---|---|---|
| 1.00EARTH WORKS | ||||||
| 2.00Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : | ||||||
| 3.00 | All kinds of soil | 1,238.5 | Cum | 580.97 ₹7,19,525.15 | 503 ₹6,22,965.5 Lowest | 553.3 ₹6,85,262.05 |
| 4.00Earth 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. | ||||||
| 5.00 | All kinds of soil | 1,281.5 | Cum | 271.43 ₹3,47,831.14 | 235 ₹3,01,152.5 Lowest | 258.5 ₹3,31,267.75 |
| 6.00Earth 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. | ||||||
| 7.00 | All kinds of soil. | 722 | cum | 358.91 ₹2,59,133.02 | 310.75 ₹2,24,357.89 Lowest | 341.82 ₹2,46,794.04 |
| 8.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m. | 432 | cum | 271.22 ₹1,17,167.47 | 234.82 ₹1,01,443.54 Lowest | 258.31 ₹1,11,587.76 |
| 9.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | 242.5 | cum | 111.61 ₹27,064.21 | 96.63 ₹23,432.29 Lowest | 106.29 ₹25,775.57 |
| 10.00CONCRETE WORK : | ||||||
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
31 Mar 2023, 12:30 pmClosed
EE,Engg.Cell(Valley-1).
Office of the Executive Engineer Engg.Cell Health and Family Welfare Department.
Construction of 4730 MT Capacity Godown at Tamenglong District, Manipur i) SH Construction of RCC Counterfort Retaining Wall (50.00m) lenght ii) SH Construction of Toe Wall.
2023_HFW_2143_1
No.6/EE/Valley-1/Engg Cell/HFW/e-Tender/2022-23/28
Open Tender
Civil Works
Works
180 days
As Per Tender Document
Please refer Tender documents.
3 documents required · 3 mandatory
₹25,000
EE,Engg.Cell(Valley-1)
₹2.8 L
4 Jul 2023
23 Mar 2023
3 Apr 2023
23 Mar 2023
31 Mar 2023
23 Mar 2023
Amount
EARTH WORKS
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :
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.
All kinds of soil
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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
CONCRETE WORK :
Providing and laying in position cement concrete of specified grade excluding the cost of centering and suttering-all work upto plinth level.
1 : 4 : 8 ( 1 cement : 8 c/sand : 8 graded stone aggregate. 40mm. nominal size).
RCC WORK
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 c/sand : 3 graded stone aggregate 20mm. Nominal size).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
FORM WORKS
Centering and shuttering including strutting, propping etc. and removal of form for all heights
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
STEEL REINFORCEMENT
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.
Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specifications.
Construction of Toe Wall.
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.
CONCRETE WORKS:
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
FORM WORK
Centering and shuttering including strutting, propping etc. and removal of form for all heights
Foundations, footings, bases of columns, etc. for mass concrete
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
FINISHING
20 mm cement plaster :
1:6 (1 cement : 6 coarse sand)
M/s Kshetrimayum
M/s G.Thaninjao R.Naga and Sons
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