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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-responsive |
| Sl No | Description | Qty | Unit | M/s Affluent Enterprises and Services L2 | Innovative construction L1 |
|---|---|---|---|---|---|
| 1.00JUNGLE CLEARANCE | |||||
| 2.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) | 1 | Hectare | 1,40,000 ₹1.4 L | 1,30,000 ₹1.3 L |
| 3.00EARTH CUTTING ON HILL SIDE | |||||
| 4.00 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket
capacity including cutting and loading in tippers, trimming bottom and side slopes, in
accordance with requirements of lines, grades and cross sections, and transporting to the
embankment location within all lifts and lead upto 1000m) | 61,812.5 | cum | 58,72,187.5 ₹58.7 L | 55,63,125 ₹55.6 L |
| 5.00PAVEMENT RESTORATION | |||||
| 6.00By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | |||||
| 7.00 | Grading-I material | 414 | cum | 17,38,800 ₹17.4 L | 17,38,800 ₹17.4 L |
| 8.00 | Grading-II material | 414 | cum | 19,87,200 ₹19.9 L | 19,87,200 ₹19.9 L |
| 9.00Wet Mix Macadam (Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | |||||
| 10.00 | Laying using grader | 402.5 | cum | 11,27,000 ₹11.3 L | 11,27,000 ₹11.3 L |
Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
12 Jan 2026, 1:00 pmClosed
Chief Engineer, PWD (NH), Nagaland
Office of the Chief Engineer, PWD (NH), Kohima, Nagaland
Restoration of subsidence from Km 175.350 to Km 175.580 (Old KMC dumping site) on NH-29 under PWD (NH) Division-I, Kohima in the state of Nagaland under Special Repair during 2025-26
2025_MoRTH_889451_1
NO.CE/NH/SR/2025-26/Kohima/
Open Tender
Civil Works - Highways
Km 175.350 to Km 175.580 on NH-29
Please refer tender docs
3 documents required · 3 mandatory
₹0
₹2.2 L
27 Jan 2026
11 Dec 2025
13 Jan 2026
11 Dec 2025
12 Jan 2026
11 Dec 2025
EARTH CUTTING ON HILL SIDE
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
PAVEMENT RESTORATION
By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
Grading-I material
Grading-II material
Wet Mix Macadam (Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Laying using grader
UNLINED DRAIN
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines,grades,levels and dimensions to the requirement of clause 301 and 309.Excavated material to be used in embankment within a lead of 1000 metres.
Mechanical means
CONSTRUCTION OF HP CULVERT (1200 mm dia)
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)
Down stream head wal, Up stream head wall and Hume Pipe (Between the head walls)l
Dry rubble flooring
Down stream head wal, Up stream head wall and Hume Pipe (Between the head walls)l
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification- PCC M15 Grade
Down stream head wal, Up stream head wall and Hume Pipe (Between the head walls)l
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (Provided at PCC bed)
(for 12mm dia & 10 mm) Down stream head wal, Up stream head wall and Hume Pipe (Between the head walls)l
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort ) after Deduction for space occupied by hume pipe
Down stream head wal; and Up stream head wall
BEDDING FOR PIPE
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification
Area after Deduction for space occupied by hume pipe
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (Provided at PCC bed)
12 mm dia for hume pipe bedding
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (1st sort) in Parapet
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material after Deduction for space occupied by hume pipe
CATCH PIT
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) I. Manual Means - Soil (Upto 3 m depth)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (Provided at PCC bed)
12mm dia for catch pit base
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
APRON
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (Provided at PCC bed)
12mm dia provided in sub-structure
Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications- PCC M20
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
CLEARANCE OF LANDSLIDE
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)
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