Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹44.3 L+₹1.3 L (2.98%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹47.7 L+₹4.7 L (11.0%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹51.7 L+₹8.7 L (20.2%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹79.0 L+₹36.0 L (83.7%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MEHRAJUDIN DAR L1 | M/S MIR CONSTRUCTIONS L2 | M/S MOHD YASIN WANI L3 | M/S M.A BUILDERS L4 | FIRDOUS AHMAD DAR L5 | M/S PEERZADA SHAHNAWAZ AHMAD L6 | M/S ABDUL HAMID GANIE L7 | GULAM MOHI- UD- SHAGOO L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 after execution. All complete as per the drawing & directions of the I/C Engineer. | 31,011.43 | 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 & lifts by making arrangements with contractors own plant men & 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) | 19,073.1 | Cum | - | - | - | - | - | - | - | - |
| 3.00 | Dumping stone excluding cost of in Horizontal on level | 6.12 | Cum | - | - | - | - | - | - | - | - |
| 4.00 | Supply of Stone Boulders (quarry) nominal size 225 mm | 6.12 | Cum | - | - | - | - | - | - | - | - |
| 5.00 | Centring and shuttering including strutting~ propping etc. and removal of form work for.:-Retaining walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and string courses fillets etc. | 192 | Sqm | - | - | - | - | - | - | - | - |
| 6.00 | Providing and laying in position cement concrete of specified grade 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) | 19.2 | Cum | - | - | - | - | - | - | - | - |
| 7.00Carriage of excavated material from excavation site up to dumping site | |||||||||||
| 7.01 | (For Embankments at Naidkhai ) for an av. Lead of 05 Km. | 13,003.6 | Cum | - | - | - | - | - | - | - | - |
| 8.00Carriage of material from source to site of work. | |||||||||||
| 8.01 | Cement from Divisional store Narbal to site of work for an Avg. lead of 30 km | 6.14 | MT | - | - | - | - | - | - | - | - |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
17 Dec 2019, 4:00 pmClosed
Executive Engineer
Flood Spill Channel Division Narbal
Construction of embankment/ re-sectioning of Flood Spill Channel on right side from RD 39.725 Km to RD 39.824 Km at Gulabwari Naidkhai D/S Bridge (Banking right side Sec. 10
2019_IFC_87512_3
e-NIT FSC/18 of 2019-20
Open Tender
Civil Works
Item Rate
60 days
Narbal
Refer detailed e-NIT
4 documents required · 4 mandatory
₹2,600
Executive Engineer
₹2.6 L
Flood Spill Channel Narbal
6 Jan 2020
4 Dec 2019
18 Dec 2019
4 Dec 2019
17 Dec 2019
4 Dec 2019
7 Dec 2019
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 after 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 & lifts by making arrangements with contractors own plant men & 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 stone excluding cost of in Horizontal on level
Supply of Stone Boulders (quarry) nominal size 225 mm
Centring and shuttering including strutting~ propping etc. and removal of form work for.:-Retaining walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and string courses fillets etc.
Providing and laying in position cement concrete of specified grade 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.
Cement from Divisional store Narbal to site of work for an Avg. lead of 30 km
Sand form Hanjiwera for an Avg. lead of 15 Km
Stone boulder for an Avg. lead of 35 Km
20 mm aggregate for an Avg. lead of 35 Km
Consideration cost on account of surplus excavated earth to be disposed off by the contrcator/ agency outside the limits of FSC/ water bodies and other restricted areas. The minimum rate to be quoted for the item is ₹15/Cum
M/S MIR CONSTRUCTIONS
M/S MOHD YASIN WANI
M/S M.A BUILDERS
FIRDOUS AHMAD DAR
M/S PEERZADA SHAHNAWAZ AHMAD
M/S ABDUL HAMID GANIE
GULAM MOHI- UD- SHAGOO
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.57 MB
BOQ_163691.xls
BOQ • 0.24 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .