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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹1.6 L (1.10%)Admitted-Finance | ₹1.5 Cr+₹1.6 L (1.10%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹2.5 L (1.69%)Admitted-Finance | ₹1.5 Cr+₹2.5 L (1.69%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S MIR CONSTRUCTIONS L1 | M/S M.A BUILDERS L2 | M/S RAMEEZ RAJA DAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic Excavator) up to required depth width & gradient in all kinds of soil /silt/mud /Hard Soil under all difficult conditions, in or under Water & Liquid Mud with provision for allowance as hardness, wetness, slush etc, including all leads & lifts by deployment of necessary Plant & Machine executing by the agencies at his own cost including cost of constructions of diversion bunds and Ramps, laying of pipe crossing or other crossing of Channels/Nallah/Stream to facilitate all operations, removal of the same ater execution. All complete as per the drawing & directions of the I/C Engineer. | 21,420.09 | cum | - | - | - |
| 2.00 | Banking of suitable excavated earth in 20 Cm depth for raising & Strengthening of Embankment Channel upto Design Level & Slopes including Breaking of Clods, Watering,Rolling each layer with half tonne roller or wooden or Steel rammers and rolling every third and top most layer with power roller of minimum 8 Tonne & dressing up in embankments for Flood Banks Marginal Banks & Guide Banks & Filling up ground depressions & consolidation as per approved specification including all leads and lifts by making arrangements with contractors own plant man & machinery including constructing of diversion bunds and Ramps,laying of pipe crossing or other crosssing over channels / Nallah/Streams and any other obstructions & removal of the same & carrying out relevant soil tests such as proctor test/ field density test. all complete as per the drawing and directions of the I/C Engineer after Execution . (Total compacted quantity). | 15,073.53 | cum | - | - | - |
| 3.00 | Dumping soiling stone excluding cost of stones in Horizontal on level | 6.48 | cum | - | - | - |
| 4.00 | Supply of soiling stone Stone. | 6.48 | cum | - | - | - |
| 5.00 | Centring and shuttering including strutting~ propping etc. and removal of form work for.:-foundation, footings, basis of columns. | 203.2 | sqm | - | - | - |
| 6.00 | Providing and laying in position cement concrete of specified grade incl.curring but excluding the cost of centring and shuttering- All work up to plinth level.1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | 20.32 | cum | - | - | - |
| 7.00Carriage of excavated material from excavation site up to dumping site | ||||||
| 7.10 | (For Embankments at Naidkhai ) for an av. Lead of 05 Km. | 7,006.3 | cum | - | - | - |
| 8.00Carriage of material from source to site of work. | ||||||
| 8.10 | Carriage of cement from Divisional store Narbal to site of work for an Avg. lead of 30 km | 6.5 | MT | - | - | - |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
17 Sept 2020, 4:00 pmClosed
Office Of Ex. Engineer FSC Div. Narbal
Office Of Ex. Engineer FSC Div. Narbal
Construction of embankment/ Re-sectioning of Flood Spill Channel on right side from RD 39.443 Km to RD 39.566 Km at Gulabwari Naidkhai D/S Bridge (Banking right side Sec. 08)
2020_IFC_103346_1
e-NIT No - FSCDN/10 of 2020-21
Open Tender
Civil Works - Canal
Item Rate
45 days
Construction of embankment/ Re-sectioning of Flood
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Executive Engineer FSC Div narbal
₹2.9 L
office of the Executive Engineer, FSC Division Nar
29 Sept 2020
2 Sept 2020
18 Sept 2020
2 Sept 2020
17 Sept 2020
4 Sept 2020
7 Sept 2020
Amount
Earth work in excavation by mechanical means (Hydraulic Excavator) up to required depth width & gradient in all kinds of soil /silt/mud /Hard Soil under all difficult conditions, in or under Water & Liquid Mud with provision for allowance as hardness, wetness, slush etc, including all leads & lifts by deployment of necessary Plant & Machine executing by the agencies at his own cost including cost of constructions of diversion bunds and Ramps, laying of pipe crossing or other crossing of Channels/Nallah/Stream to facilitate all operations, removal of the same ater execution. All complete as per the drawing & directions of the I/C Engineer.
Banking of suitable excavated earth in 20 Cm depth for raising & Strengthening of Embankment Channel upto Design Level & Slopes including Breaking of Clods, Watering,Rolling each layer with half tonne roller or wooden or Steel rammers and rolling every third and top most layer with power roller of minimum 8 Tonne & dressing up in embankments for Flood Banks Marginal Banks & Guide Banks & Filling up ground depressions & consolidation as per approved specification including all leads and lifts by making arrangements with contractors own plant man & machinery including constructing of diversion bunds and Ramps,laying of pipe crossing or other crosssing over channels / Nallah/Streams and any other obstructions & removal of the same & carrying out relevant soil tests such as proctor test/ field density test. all complete as per the drawing and directions of the I/C Engineer after Execution . (Total compacted quantity).
Dumping soiling stone excluding cost of stones in Horizontal on level
Supply of soiling stone Stone.
Centring and shuttering including strutting~ propping etc. and removal of form work for.:-foundation, footings, basis of columns.
Providing and laying in position cement concrete of specified grade incl.curring but excluding the cost of centring and shuttering- All work up to plinth level.1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
Carriage of excavated material from excavation site up to dumping site
(For Embankments at Naidkhai ) for an av. Lead of 05 Km.
Carriage of material from source to site of work.
Carriage of cement from Divisional store Narbal to site of work for an Avg. lead of 30 km
Carriage of sand form Hanjiwera for an Avg. lead of 15 Km
Carriage of Stone boulder for an Avg. lead of 35 Km
Carriage of 20 mm aggregate for an Avg. lead of 35 Km
Consideration cost on account of surplus excavated earth to be disposed off by the contractor / agency outside the limits of FSC/ water bodies and other restricted areas. The minimum rate to be quoted for the item is Rs.25/cum (-)
M/S M.A BUILDERS
M/S RAMEEZ RAJA DAR
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