Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.4 CrAdmitted-Finance | ₹47.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹49.9 CrAdmitted-Finance AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹49.9 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical 9 PPCL COLONY UDAY VIHAR HARIDWAR BYPASS DEHRADUN UTTARAKHAND | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Rejected-Technical Tender criteria not meet |
| Sl No | Description | Qty | Unit | Maccaferri Environmental Solutions Pvt. Ltd. L1 | pioneer foundation engineers pvt. ltd. L2 |
|---|---|---|---|---|---|
| 1.00Carrying out detailed 3D laser Survey, Geotechnical Investigation and Testing, Geological studies and mapping of joints, Analysis of data received from tests of identified steep slope locations and snow inputs as received from Snow and Avalanche Study Establishment, propose suitable mitigation measures for Avalanche mitigation and approval of proposed measures from Indian Institute of technology etc. complete and as directed by Engineer - in - Charge. | |||||
| 1.01 | For all MSPs as per tender specification including item 1 above | 8,90,000 | Sqm | - | - |
| 1.02 | Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 3.25m (minimum) x 3.60m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 4 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 08 mm diameter of mesh size 300 mm x
300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical specifications and as directed by Engineer - In - Charge. | 120 | Nos | - | - |
| 1.03 | Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 3.25m (minimum) x 3.60m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 8 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x
300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per tender specification and directed by Engineer - In - Charge. | 16 | Nos | - | - |
| 1.04 | Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 3.75m (minimum) x 3.10m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 4 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x 300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical
specifications and as directed by Engineer - In - Charge. | 655 | Nos | - | - |
| 1.05 | Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 3.75m (minimum) x 3.10m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 8 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x 300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical
specifications and as directed by Engineer - In - Charge. | 44 | Nos | - | - |
| 1.06 | Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 4.25m (minimum) x 3.40m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 4 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical specifications and as directed by Engineer - In - Charge. | 113 | Nos | - | - |
| 1.07 | Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 4.25m (minimum) x 3.40m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 8 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x 300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical
specifications and as directed by Engineer - In - Charge. | 20 | Nos | - | - |
| 1.08Supply and Installation of Self Drilling Anchors / Continously anchors of 32 mm diameter, yield trength > 500 MPa, hexagonal/eye nut, washer plate if required, coupler for connecting bars,drill bit (in case of self drilling anchors) and full length grouting with admixture including all ancillary items for foundation anchoring and as per technical specifications etc. complete. | |||||
| 1.09 | 226 Nos having 5 mtr length each as per tender specification including item 1.08 above | 1,130 | RM | - | - |
Tender Value
₹41.4 Cr
EMD Value
₹23.9 L
Closing Date
21 Feb 2020, 3:00 pmClosed
CHIEF ENGINEER PROJECT ROHTANG TUNNEL
HQ CHIEF ENGINEER PROJECT ROHTANG TUNNEL MANALI HP
FABRICATION SUPPLY AND ERECTION OF SNOW BRIDGES AT MSP-02,05,06,11 ON ARSP HIMACHAL PRADESH
2020_BRO_539074_1
CE (P) RTNL/07/2019-20
Open Tender
Civil Works - Others
610 days
HQ CHIEF ENGINEER PROJECT ROHTANG TUNNEL MANALI HP
AS PER TENDER
3 documents required · 3 mandatory
₹0
₹23.9 L
Yes
HQ CHIEF ENGINEER PROJECT ROHTANG TUNNEL MANALI HP
26 Mar 2020
25 Jan 2020
22 Feb 2020
27 Jan 2020
21 Feb 2020
6 Feb 2020
27 Jan 2020 - 3 Feb 2020
5 Feb 2020
Amount
Carrying out detailed 3D laser Survey, Geotechnical Investigation and Testing, Geological studies and mapping of joints, Analysis of data received from tests of identified steep slope locations and snow inputs as received from Snow and Avalanche Study Establishment, propose suitable mitigation measures for Avalanche mitigation and approval of proposed measures from Indian Institute of technology etc. complete and as directed by Engineer - in - Charge.
For all MSPs as per tender specification including item 1 above
Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 3.25m (minimum) x 3.60m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 4 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 08 mm diameter of mesh size 300 mm x 300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical specifications and as directed by Engineer - In - Charge.
Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 3.25m (minimum) x 3.60m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 8 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x 300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per tender specification and directed by Engineer - In - Charge.
Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 3.75m (minimum) x 3.10m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 4 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x 300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical specifications and as directed by Engineer - In - Charge.
Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 3.75m (minimum) x 3.10m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 8 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x 300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical specifications and as directed by Engineer - In - Charge.
Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 4.25m (minimum) x 3.40m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 4 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical specifications and as directed by Engineer - In - Charge.
Providing and Installation of flexible snow umbrella barrier units made of cross-shaped frame structure of height 4.25m (minimum) x 3.40m (minimum) of metallic beams in steel grade E275 or above connected to steel tubular tie by flexible universal ball joint system having breaking load greater than 300 kN having 8 no.s of steel wire ropes connected to front beams and tubular tie and having front facing steel wire rope panel made of 8mm diameter of mesh size 300 mm x 300mm with steel wire double knot connection at joint and mechanically woven double twisted hexagonal shaped Zn coated wire mesh panel attached to the cross shaped frame and as per technical specifications and as directed by Engineer - In - Charge.
Supply and Installation of Self Drilling Anchors / Continously anchors of 32 mm diameter, yield trength > 500 MPa, hexagonal/eye nut, washer plate if required, coupler for connecting bars,drill bit (in case of self drilling anchors) and full length grouting with admixture including all ancillary items for foundation anchoring and as per technical specifications etc. complete.
226 Nos having 5 mtr length each as per tender specification including item 1.08 above
208 Nos having 6 mtr length each as per tender specification including item 1.08 above
655 Nos having 7 mtr length each as per tender specification including item 1.08 above
56 Nos having 9 mtr length each as per tender specification including item 1.08 above
Excavation in Hard rock by wedging & chiselling or line drilling including dressing section to the required grade, and slopes for snow avalanche mitigation units and conveying the excavated materials below the hill and disposing off at suitable place with all lift and lead as directed by Engineer - in - Charge.
Scaling of loose rock including stacking of boulder at bottom of slope and disposal at dumping place within 500 mtr from bottom of slope as directed, including all material, labour, machinery, excetra complete and as directed by Engineer - In - Charge
Removal of vegetation, bushes, shrubs including stacking of useful material, disposing of material from hill slope within lead of 50 meter as directed by Engineer - In - Charge.
pioneer foundation engineers pvt. ltd.
stage.html
html • 0.03 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 • 0.30 MB
Tendermsp5.pdf
Tender Documents • 3.53 MB
BOQ_564800.xls
BOQ • 0.27 MB
Download all tender documents and submit your bid