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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 172029 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹47,500
Closing Date
4 Mar 2021, 6:00 pmClosed
EE HPSAMB Shimla
EE HPSAMB Shimla
Proivding and laying Interlocking Concrete Paver Block pavement arround the Yard at RMSY Annu, Distt. Shimla.
2021_HPAMB_44482_1
HMB-EC-Tender-11/92
Open Tender
Civil Works
90 days
Annu
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,500
EE HPSAMB Shimla
₹47,500
18 Mar 2021
18 Feb 2021
6 Mar 2021
18 Feb 2021
4 Mar 2021
18 Feb 2021
Amount
Stone soling properly hand packed filling interstices with Kharanja stone and consolidating by ramming manually to the required gradient and camber including spreading ,watering and rolling of binding materials moorum or earth etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
Providing and laying mechanically mixed vibrated cement concrete 1:4:8 (1 cement :4 sand :8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and planth. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge
Providing and laying mechanically mixed vibrated cement concrete 1:5:10 (1 cement :5 sand :10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Walls including attached buttresses pilasters and their caps and bases and string courses etc. upto floor two level.within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge
Providing and laying cement concrete 1:6:12 (1 cement:6 sand:12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth with in all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
Providing and laying mechanically mixed and vibrated cement concrete Mix 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation footings bases of columns and the like and mass concrete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer -in-Charge.
Providing and laying ISI Marked 80 mm thick factory made cement concrete interlocking paver block i/c edge/kurb block vibro compacted of M 50 grade of approved size, design, shape, colour & patern & i/c 50 mm thick compacted bed of coursed sand, filling the joints with find sand etc. including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I & as per direction of Engineer-in-charge.
Excavation in foundations, trenches etc. in earth work in all kinds of soils such as pick work, jumper work, blasting work and chiselling / wedging out of hard or soft rock upto all heights stacking the excavated soil not more than 3 meteres clear from the edge of excavation and than returning the stacked soil in 15 cms layers, when required into plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth, with in all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping, etc. with wooden battens and ballies heights of propping and centering below supporting floor to ceiling in all heights and removal of the same for in-situ reinforced concrete and plain concrete work, with in all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses plinth and string coures and the like
Providing weepholes in brick masonry/stone masonry/plain reinforced concrete abutment wing wall return wall with 100 mm dia PVC pipe extending through the full with of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7, with in all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge
Manish Thakur Govt. Contactor
GAYATRI TEGTA
ANIL KUMAR
SUNIL KUMAR VERMA
SURINDER THAKUR
VIVEK KUMAR
HARDEV SINGH
Mohar Singh Verma
Danveer Aukta Govt. Contractor
RAJNEESH THAKUR
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