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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹4.0 L (2.42%)Admitted-Finance | ₹1.7 Cr+₹4.0 L (2.42%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s.G.B.S TECH ENTERPRISES L1 | Innovative construction L2 |
|---|---|---|---|---|---|
| 1.00Construction of Retaining wall . | |||||
| 2.00Earthwork in excation of foundation of structure as per drawing and technical specification including setting, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation. | |||||
| 3.00 | By Manual Means | 247.38 | cum | 65,555.7 ₹65,555.7 Lowest | 70,503.3 ₹70,503.3 |
| 4.00Plain/Reinforced cement concrete in open foundation complete as per and technical specification. | |||||
| 5.00 | PCC Grade M20 | 66.02 | cum | 4,55,538 ₹4,55,538 Lowest | 4,62,140 ₹4,62,140 |
| 6.00Stone Masonry Work in cement mortar 1:3 for substructure complete as per drawing and technical specification | |||||
| 7.00 | Course rubble masonry ( first sort ) & Parapet | 769.71 | cum | 1,11,60,795 ₹1,11,60,795 Lowest | 1,15,45,650 ₹1,15,45,650 |
| 8.00Backfilling behind abutment, wingwall and return wall complete as per drawing and technical specification. | |||||
| 9.00 | Granular materials | 326.38 | cum | 99,545.9 ₹99,545.9 Lowest | 99,545.9 ₹99,545.9 Lowest |
| 10.00Construction of Breast wall | |||||
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
18 Nov 2024, 12:00 pmClosed
Chief Engineer PWD NH
Office of the Chief Engineer PWD NH Nagaland Kohima
SR on NH 2 and NH 702D
2024_MoRTH_834527_1
NO. CE/NH/SR/2024-25/2
Open Tender
Civil Works - Highways
Item Rate
90 days
SR on NH 2 and NH 702D
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.6 L
Yes
21 Nov 2024
11 Nov 2024
19 Nov 2024
11 Nov 2024
18 Nov 2024
11 Nov 2024
Construction of Retaining wall .
Earthwork in excation of foundation of structure as per drawing and technical specification including setting, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation.
By Manual Means
Plain/Reinforced cement concrete in open foundation complete as per and technical specification.
PCC Grade M20
Stone Masonry Work in cement mortar 1:3 for substructure complete as per drawing and technical specification
Course rubble masonry ( first sort ) & Parapet
Backfilling behind abutment, wingwall and return wall complete as per drawing and technical specification.
Granular materials
Construction of Breast wall
Earthwork in excation of foundation of structure as per drawing and technical specification including setting, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation.
By Manual Means
Plain/Reinforced cement concrete in open foundation complete as per and technical specification.
PCC Grade M20
Stone Masonry Work in cement mortar 1:3 for substructure complete as per drawing and technical specification
Course rubble masonry ( first sort ) & Parapet
Construction of Gabian Structure
Earthwork in excavation of foundation of structures as per drawing and technical Specification including setting out, construction of shoring & bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. By manual means in ordinary soil
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 the abutment, wing wall and return wall complete as per drawing and technical specification
Valley side
Construction of Wing wall
Earthwork in excation of foundation of structure as per drawing and technical specification including setting, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation.
By Manual Means
Plain/Reinforced cement concrete in open foundation complete as per and technical specification.
PCC Grade M20 & Wearing course on Minor Bridge
Stone Masonry Work in cement mortar 1:3 for substructure complete as per drawing and technical specification
Course rubble masonry ( first sort ) & Parapet
Backfilling behind abutment, wingwall and return wall complete as per drawing and technical specification.
Granular materials
Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)
Innovative construction (BID ID -3121793)
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