National Highways And Infrastructure Development Corporation Limited Tender
Take tender evaluation notes for Uttarakhand NHIDCL Tender
National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date13 Mar 2025
Closing Date8 Apr 2025
Tender Amount₹ 5,20,12,704
Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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Available bid capacity = (A*N*2.5-B) Where, A = Maximum value of civil engineering works executed in any one year during the last three years N = Number of years prescribed for completion of the works for which bid is invited
B = Value of existing commitments and on-going works to be completed during the next 1 year Also, Available bid capacity = AxNx2.5 – B Where:
A = Total value of Civil Engineering construction and/or maintenance works/ slope protection works performed in the last three years (in Rs. Lakh)
N = Number of years
B = Value of works remaining to be completed (in Rs. Lakh)
Technical Capacity
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The required prior work experience for the bidder includes:
- Three similar works, each of Rs. 1.3 Cr (minimum 25% of estimated cost of work)
- Two similar works, each of Rs. 1.82 Cr (minimum 35% of estimated cost of work)
- Single similar work of Rs. 2.6 Cr (minimum 50% of estimated cost of work) The bidder should have completed at least 90% of the contract value for these similar works. Additionally, key personnel are required to have the following experience:
1. Project Manager: 03 years as Project Manager on Highway constructions/Maintenance works
2. Site Engineer: 02 years on highway constructions/maintenance work/Slope protection works
3. Material Engineer cum Quality Engineer: 02 years on highway constructions/maintenance work/Slope protection works
4. Quantity Surveyor: 02 years on highway constructions/maintenance work The bidder should also have experience in Civil Engineering construction and/or maintenance works/ slope protection works, with the total value of such works performed in the last three years. The bidder's average annual turnover for the last three years should be at least a certain percentage of the estimated contract value. The bidder should have a minimum cash amount available for working capital, which is 25% of the value of the work.
Costs
EMD
₹ 10,40,254Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Restoration Of Highway Breach Locations And Miscellaneous Civil Works In The Work Of Construction And Upgradation To 2 Lane With Paved Shoulder From Km 430.000 To Km. 468.000 Of Chamoli To Paini
Description
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Contact
Tender Id
2025_NHIDC_853300_1Tender No
NHIDCL/RODDN/NH07/RWPkg3/25-26Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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Documents
BOQ Items
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PCC: Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M15 Case II PCC Grade M15 using batching plant transit mixer & manual placing
106.62
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Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
22.92
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RCC M25 SUPERSTRUCTURE: Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25
Case-II Using Batching Plant, Transit Mixer and Concrete Pump (i) For solid slab super-structure, (p) Height upto 5m
25.02
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Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer 175 HP and disposal of the same on the valley side)
1630
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GABION WALL: Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
2320
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STREET LIGHTS: Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.)For fixing in Footpath
181
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TACK COAT: Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.]
960
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HYSD Reinforecement (SUBSTRUCTURE): Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
2.33
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Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
120
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Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
20
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GSB: 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, for grading- II Material
204
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PRIME COAT: Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
960
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Bill of Quantities
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HYSD Reinforecement (SUPER STRUCTURE): a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.21
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RCC M25 SUBSTRUCTURE: Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25 Height upto 5m
29.21
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RRM WALL: Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (b)Random Rubble Masonry
3233
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Excavation for Culvert: 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
210.04
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Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a
hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.)
45.36
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DT MESH: Supply and fixing of Double Twisted Mesh including all cost of material, labour and T&P required to complete the work in all respect with following properties:
a. Mech type 10 x12, Mesh opening 100mm X 120mm
b. Mesh Wire dia. 2.7/3.7mm (ID/OD), mechanically edged/selveciged with galvanization as per EN 10223-3, and shall have minimum 10 numbers of mesh openings per metre of mesh perpendicular to twist.
c. Tensile strength (500 Mpa) at a minimum elongation of 10%. The minimum tensile strengths of the mesh panel must be 32.0 kN/mm (+-5kN/m) in the parallel to the twist direction and 15.5 kN/R.m in the perpendiculer to the twist direction in accordance with the requirements of IS 16014.2015. d. Zin: Coating: The coating weight shall be heavily coated and soft type confirming to the requirements of specifications 15 4828 1972. Adhesion of Zinc Coating No flakes or crack shal be observed while testing for adhesion of zinc coating as per IS 4826.1972 ID/OD-Intemal diameter/Outer diameter of Polymer coated wire.
500
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
293.1
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ROMBHODIAL WIRE MESH: Supply and installation of high tensile rolled cable net with singis/ double knot connection having aperture size not more than 300mm in one direction and minimum longitudinal tensile strengtis 220 KN/MA, and punchuring resistance 300 kN, comprising of minimum 10mm dia wire rope cabin with steel cow with a minimum breaking load of 63kN. The tonsils strength of wire of the cable sisould be 1770 N/aqmım having corrosion protection of Zn Coating Clres A or 95% Zn + 5% Ai Claas-B (Gat'an) Coating as per IS/ASO-17748-2016 for treatment of skopes including all cost of material (net, boundary rope & ropa anchor sic comprising of the compitte system), labour, special labour and T& required to complete the work in all respect in accordance with drawings, Technical Specifications and as per the direction of Engineer-in-charge. Product Manufacturer shall have in-house that facility for conducting largitudinal tenalle strength and punchuring resistance test and shall be responsible for canying out both test (longitudinal ensile strength and punchsring resistance) during PDI per lot in presence of respresentative of E+C on his own expenses.
500
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
251.25
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BC: Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
38.4
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Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer 175 HP and disposal of the same on the valley side)
300
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Dense Graded Bituminous Macadam-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects)
83.17
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COIR MAT: COIR Mats 400 GSM
500
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
45
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WMM: Wet Mix Macadam laying using by Grader (Providing, laying, spreading and compacting graded stone aggregate 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
247.5
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DBM: Dense Graded Bituminous Macadam-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects)
76.8
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SDA: Supply and Installation of Self driven rock anchor made of 40CR material with outer dia of 32 mm and inner dia of 18.5 mm, Yield Load Carrying Capacity of Minimum 230 KN in soil / overburden rock suitable for drilling placing and cement grouting. Installation with all accessories such as 51 mm dia drill bit, couplers, 10mm thick base plate and nut and boit complete in all respect.
450
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MBCB: Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
240
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DRAINAGE PIPE: Providing and Installing subsurface drainage pipes - Perforated PVC pipes (lined with Non-Woven Geotextile) of 75 mm internal diameter as per the drawing etc. complete including the cost of drilling and as directed by Engineer-in-Charge.
294
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