National Highways Authority Of India Tender
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Costs
EMD
₹ 15,68,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHAI_219836_1Tender No
PD-RTK/RTK-BWL/NH-71/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing Toe Away Crane of adequate capacity (minimum 30 MT ) at each Toll plaza location with all necessary equipment so that it can reach the site of incident within 30 minutes of call and clear the disabled/accidental vehicles . It shall also be fitted with a GPS based Vehicle Tracking system to monitor its movement on 24 hours X 7 days of a week basis. The work shall be done as per directions of the Engineer In-Charge.
24
223216
5357196.24
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Providing & Operation of Incident Management Center including manpower, systems, electricity, water and other consumables etc. on the highway with round the clock deployment of at least on manager to coordinate all the activities of incident management vehicles. The item shall include VTS, generating reports & operation (24x7) and display/maintenance of Helpline Phone Nos. on both sides of highway at every 5 Km. The work shall be done as per directions of Engineer In-charge.
12
70000
840000
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Routine Maintenance
-
-
-
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REMOVAL of unauthorized boards/hoardings & dead animals/birds
Removing the dead animals/birds laying on the complete Highway length and burying them at proper safe locations outside ROW complete in all respect with all lead and lifts as per para 6.8 'Performance Standard' of scope of work of IRC SP 84 2019 and as per direction of the Engineer in charge.
Removal of unauthorized boards/hoardings within ROW including gas cutting if required and stacking, transportation, depositing the said material with department, etc complete as directed by the Engineer- in- Charge.
1003.86
460
461845.87
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Maintenance of median and the existing plants by basin making, weeding-hoeing, cleaning, watering, mixing good earth and manure, leveling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck within all leads and lifts outside ROW regularly to keep the median clean and plantation in healthy and good condition. The job also includes the cleaning ,removal and leveliing of excess soil of median and spilled over earth from median to main carriageway in the portion adjacent to the kerbs all along the median complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC.
334.62
5400
1806948
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Carrying out the proper cleaning, and removing of dust/silt/trash/ plastic/rubbish/ garbage/waste including from the carriageway and slip/service road, (unit length for total width of carriageway LHS+RHS Including median width and service/slip road), foot paths, verges (Including the verges central median), drains (lined & unlined) by mechanical means and from shoulders up to ROW manually and disposing of the waste material at a suitable place outside ROW with vehicle tracking system with all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by the engineer incharge.
334.62
4817
1612152.31
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Cleaning slab/box type culverts, Major & Minor Bridges and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of those culverts with in the ROW. The Job includes disposal of excess material recovered site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintenance Standard clause no.6.5 of IRC SP 95-2011.
-
-
-
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Major /Minor Bridges
44
103
4557.08
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Slab/Box type culverts/Pipe culvert
432
25
11184.48
... More
Clearing, cleaning, desiling and removal of dirt, silt and vegetation from expansion joints, water spouts, vent holes, vegetation around the structure up rooting of wild vegetation from ROW, RE wall, slope etc.& similar operation each time over bridge/fly over/Underpasses etc. as directed by the Engineer-in-charge.
334.62
455
152369.22
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Removal/ Clearance of slush from wet drains by mechanical means from the lined Drains as per instructions and maintenance manual approved by Engineer in Charge and disposal of slush, with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintenance Standard given IRC SP 95-2011 in complete aspect.
76410
55
4230821.7
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Supplying,planting & maintenance of permanent shrubs.
Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control pit size (.60 m x .60 m x .60 m ). Supplying and planting permanent shrubs (From the shrubs species given in Annexure B of IRC SP 21: 2009 except Kaner) in prepared pits and watering complete in all aspect as per specification given in IRC SP 21: 2009 and directions of the Engineer-In-Charge. Further, maitenance and ensuring mortality 100%.
5000
105
525000
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Metal Beam Crash Barrier
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 f1Xed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.
5000
2875
14375000
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Cast in situ Cement Concrete M20 Kerb
Construction of cement concrte kerb with top and bottom width 115mm and 165 mm respectively, 250mm high in M20 grade PCC on M-10 grade foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complte as per clause 408
2000
206
412500
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Reinforced cement Concrete Crash Barrier
Provision of an reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-35 grade concrete with HYSD reinforcement conforming to IRC 21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per dimensions in the approved drawing including precast which are portable and installed including all lifts and lead at locations directed by the Engineer, all as specified.
600
2996
1797858
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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.
2000
541
1083920
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Rumble Strips
Providing and making rubmble strips of 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close garded premix surfacing material type B shall confirm to technical clause 512 and thermoplastic road marking paint shall confirm to technical clause 803 of MoRT&H specifications.
500
82
41070
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Replacement of Damaged Mild Steel Railing along with fixing of nut bolts, welding, top pipe as required at site and directed by engineer In-Charge.
5000
194
973200
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Repairing of Damaged/Disaligned Type - A, "W" : Metal Beam Crash Barrier ("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)
5000
457
2285000
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Blinkers (without pole) with ultra bright red colour LED, 12 v solar panel and having frequency of minimum 40 flashes per minute confirming to standards of IRC:55-2014 complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge.
25
5892
147321.5
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Pole Mounted Blinker with ultra bright red colour LED, 12 v solar panel, pole of 4 mtr height and having frequency of minimum 40 flashes per minute confirming to standards of IRC:55-2014 complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge.
50
14000
700000
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Moulded Shank Road Stud
Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values@ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.
2500
241
602675
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Restoration of rain cuts with soil: Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications, Extra for rolling to specifications.
10000
150
1500000
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GSB: Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORT&H 5th revision) 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 technical clause 401 of MORT&H specifications.
2000
1043
2087500
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WMM: 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications.
1500
1174
1761165
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Prime Coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications.
2000
37
75000
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Tack Coat with 0.25 Kg/Sqm - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications.
1000
16
16070
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DBM - Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% 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 complete, as per technical clause No. 505 of MORT&H specifications.
1000
7087
7087000
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Bituminous Concrete (Grading I) - Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.2% 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 complete as per technical clause 507 of per MORTH specifications.
750
9128
6846000
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Filling Pot-holes and Patch Repairs with 3004.2
Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of MORT&H specifications.
5000
296
1482150
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Operation & Maintenance of Highway Lighting Electric Poles including replacement/repair of Foundation, damaged pole, cable, MCB, bulbs / LED lights of suitable wattage as decided by IE or Authority, of required lux 40 (to be maintained throughout the Year 24x7) including electricity arrangement and all other electric fixture complete in all respect as per direction of Engineer in charge and as per road maintenance Standard given IRC SP 95-2011 and Technical Specifications conforming to MORTH specifications in complete aspect.
1000
750
750000
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Depositing the electricity bills for street lighting/high masts etc. monthly of electric supply of the project Highway to concerned Electrical department without lapses of days with satisfactory of IE/AE and Authority and supplying the proof of deposition & bills for reimbursement on actual basis.
12
200000
2400000
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Providing and fixing factory made precast RCC drain covers, having concrete of strength not less than M-25, of size 1500 x500x150 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, and Technical Specifications conforming to MORTH specifications clause no. 1500, 1700 & 2200 and as per directions of the Engineer In-Charge with all leads and lifts complete in all respect.
1500
875
1312500
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory etc. sign boards as per IRC 67-2022 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2022 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates,designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide 10 years warranty as per clause 6.9 of IRC 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2022 using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2022 complete in all respect as per directions of Engineer in-charge.
-
-
-
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Cautionary sign Boards (900x900x900mm) Traingular Shape
50
3532
176607
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Cautionary sign Boards (600x600x600mm) Traingular Shape
50
2702
135134
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Mandatory Sign Boards 900mm circular
25
4488
112209.75
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Mandatory Sign Boards 600mm circular
25
3099
77477.75
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Informatory sign board 800x600 rectangular
25
3881
97031.25
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Informatory sign board 600x450 rectangular
25
2999
74977.75
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Informatory sign board 600x600 rectangular
25
3359
83995.5
... More
Informatory sign board 900x600 rectangular
25
5643
141093.75
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Advance Direction sign board 900x900 Square
20
8503
170071.4
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Advance Direction sign board 1200x900 rectangular
15
9635
144535.65
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Advance Direction sign board 1200x1200 Square
15
11232
168482.1
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Advance Direction sign board 1200x1800 rectangular
15
14541
218116.05
... More
Direction/Diversion Plate 900x300 rectangular
10
1400
14008.9
... More
Direction/Diversion Plate 1800x300 rectangular
10
2683
26830.4
... More
Hazard Marker Sign Board 300x900 rectangular
100
3215
321518
... More
Overhead Sign Board 6000x1500 rectangular
10
185358
1853589.3
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Chevron of size 500 mm x 600 mm, Rectangular Shape
120
6679
801480
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Median Marker (one way) of Dia. 120 mm, Circular Shape
2000
375
750000
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Stop of size 900 mm, Octagonal Shape
50
6942
347100
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Total Estimated Cost
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-
78415434.31
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Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.
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I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.
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Bid price in Rs.
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-
78415434
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