Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹28.7 L (14.5%)Admitted-Finance | ₹2.3 Cr+₹28.7 L (14.5%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | QUINKER ENTERPRISES L1 | M/s.G.B.S TECH ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00COST ESTIMATE FOR GABIAN WALL | |||||
| 2.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) upto 3 metre
Maunal means/ upto 3 m depth | 277.23 | cum | 49,901.4 ₹49,901.4 Lowest | 73,465.95 ₹73,465.95 |
| 3.00 | Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire) | 1,558.6 | cum | 67,01,980 ₹67,01,980 Lowest | 73,25,420 ₹73,25,420 |
| 4.00Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | |||||
| 5.00 | Granular Material | 1,435.18 | cum | 38,74,986 ₹38,74,986 Lowest | 45,92,576 ₹45,92,576 |
| 6.00COST ESTIMATE FOR CRSM WING WALL | |||||
| 7.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides)
Ordinary soil/depth upto 3m | 25.92 | cum | 4,665.6 ₹4,665.6 Lowest | 6,868.8 ₹6,868.8 |
| 8.00 | Plain cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15 | 4.32 | cum | 20,736 ₹20,736 Lowest | 20,736 ₹20,736 Lowest |
| 9.00 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort ) | 54.85 | cum | 6,03,350 ₹6,03,350 Lowest | 7,67,900 ₹7,67,900 |
| 10.00 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specifications | 24 | m | 19,200 ₹19,200 Lowest | 19,200 ₹19,200 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
18 Nov 2024, 12:00 pmClosed
Chief Engineer PWD NH
Office of the Chief Engineer PWD NH Kohima Nagaland
SR on NH 29 and NH 2
2024_MoRTH_834506_1
NO.CE/NH/SR/2024-25/1
Open Tender
Civil Works - Highways
Item Rate
90 days
SR on NH 29 and NH 2
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.9 L
21 Nov 2024
11 Nov 2024
19 Nov 2024
11 Nov 2024
18 Nov 2024
11 Nov 2024
COST ESTIMATE FOR GABIAN WALL
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) upto 3 metre Maunal means/ upto 3 m depth
Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular Material
COST ESTIMATE FOR CRSM WING WALL
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides) Ordinary soil/depth upto 3m
Plain cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specifications
Backfilling behing abutment,wing wall and return wall complete as per drawing & technical specification
Granular material
REPAIR OF ROAD ON NH-29 AND NH-02
Providing, Laying and compacting Granular Sub base (GSB) with approved materials complete as per Technical Specifications Clause 401 conforming to Grade-1 Table 400.1/400.2 as per approval of Engineer-in-charge.
GSB Grading-II material
Providing, Laying and compacting Wet Mix Macadam (WMM) base course with approved material complete as per Technical Specifications Clause 406 of MORTH
Laying using grader
CLEARING AND RESTORATION OF LANDSLIDES
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)
By plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ).
Grading-I at location 175.100km & 175.180 Km
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes Etc Complete
Grading-II(by Manual means)at location 175.100km & 175.180km
Grading-III(by Manual means)at location 175.100km & 175.180km
M/s.G.B.S TECH ENTERPRISES (BID ID -3121981)
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 • 0.46 MB
SBD.pdf
Tender Documents • 1.16 MB
BOQ_876980.xls
BOQ • 0.31 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 .