National Highways Authority Of India Tender
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Costs
EMD
₹ 29,91,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Summary
Overlay, Drain Works Routine Maintenance And Incident Management Works 4/6 Lane Delhi/haryana Boarder To Rohtak Section Of Nh-09 (old Nh-10) From Km. 23.650 To Km. 93.140
Description
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Contact
Tender Id
2024_NHAI_219841_1Tender No
PD-RTK/DEL-RTK/NH-10/OM/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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BOQ Items
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Providing Toe Away Crane of adequate capacity (minimum 30 MT) at 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.
6
223216
1339297.5
... More
Providing & Operation of incident management center including manpower, systems, electriclity & water etc. on the highway with round the clock deployment of atleast one manager to cordinate all the activities of incident management vehicles. The item shall include VTS, gererating 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 the Engineer In-Charge.
6
70000
420000
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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.
380.94
460
175232.4
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Maintenance of median and 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 and removal of 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 provision and as directed by Engineer in charge
126.98
8482
1077044.36
... More
Cleaning of MCW, Slip/Service Roads, Median Drain, Side Drains, Earthen Shoulder, Avenue Plantation: Carrying out the proper cleaning and removing of Dust/Silt/trash/plastic/rubbish/garbage/waste from the carriagway (Unit length for total width of carriagway LHS+RHS including median width within ROW land) by mechanical means and from shoulder up to toe line of the embankment including side slopes manually and disposing of the waste material at a suitable place outside ROW with vehical tracking system with all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by engineer incharge.
-
-
-
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For cleaning of MCW (Both Sides) (63.49 Km)
126.98
4820
612043.6
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For cleaning of SR (Both Sides) (13.35 Km)
40.05
2410
96520.5
... More
Cleaning Slab / box type culvert, Major & Minor Bridges and pipe culvert including clearing and reshaping of upstream nd downstream faces of those culverts with in ROW. The job includes disposal of excess material recovered site including vegitation 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 (4 Nos. X 30.00 m = 120 RM)
240
104
24960
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Box-Pipe Culvert (136 Nos. X 30.00 m = 4080 RM)
8160
26
212160
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Removal /Clearance of Slush from wet drains by mechanical means from the lined Drain 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
9740
55
539303.8
... More
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x450x50 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.
1000
1025
1025890
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Maintenance of unpaved shoulders and slopes on both sides of the carriageway including the shoulders of service road, if any. It includes removal or Rank vegetation/weeds, Blading/grading at the required camber using motor grader, Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally construced cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications clause no. 3002, 3003. The work also include disposal of surplus material outside ROW and addition of selected soil conforming to Technical Specification clause no. 305 brought from borrow areas located outside ROW. It includes cleaning of dust/dirt from existing MBCB/Guard Rail etc. with water and detergent within ROW. It also includes routine maintenance such as cleaning/straightening of all types of road signs including Gangries, road studs and delineators etc. and also removal of unauthorized boards within ROW including transportation to nearest suitable location and as directed by the Engineer-in-charge.
126.98
9394
1192850.12
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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.
500
1177
588840
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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
500
1174
587055
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Prime Coat @ 0.85kg per sqm 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
2500
37
93750
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Tack Coat on Bituminous Surface - Providing and applying tack coat with penetration grade bitumen VG - 10 using
bitumen pressure distributor at the rate of 0.30
kg per sqm on the prepared bituminous/ granular
surface cleaned with mechanical broom as per
technical clause 503 of MORT&H specifications
5000
16
80350
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Dense Graded Bituminous Macadam 50 mm
to 75 mm thickness (Grading II)
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
300
6657
1997142
... More
Bituminous Concrete 50 mm to 65 mm
thickness (grading I) with 100-120 TPH batch type HMP 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 in all respects as per technical clause 507 of MORT&H specifications as per MORTH specification
200
7757
1551428
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Filling Pot-holes and Patch Repairs with 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, Grading -II 13mm (Nominal size)
5000
296
1482150
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Cast in Situ Cement Concrete M20 Kerb -Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
3000
217
653580
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Kerb Painting & RCC Barrier Painting - Painting two coats after fillling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
5000
58
294650
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Minor repair of damaged Singel faced W-Beam metal crash barrier made out of members. Job includes repair of old damaged member and neatly refixing the old damaged member and neatly refixing the old member in all respect including straghtening of members as per directed by ENgineer in Charge including Fasteners and fixing etc complete in all respect as per specifications given in IRC 119-2015
5000
457
2285000
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MBCB - 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 810
3000
2875
8625000
... More
Road Marking with Hot Applied Thermoplastic Compund - 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.
5000
541
2709800
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Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade complete as per drawings and Technical specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In Charge
1000
59
59820
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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.
20
5892
117857.2
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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.
15
14000
210000
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Road Delineators Providing and fixing of standard metal delinators as per IRC 79-2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per class c table specifications. The delinator shall be pasted on the both sides. The structure shall have height not less then 800 mm above ground width not less than 100 mm and shall extend not more than 300 mm below groound while being installed. The delinator shall have grooves across the lengthto make the reflective sheet vandal proof. The delinators is meant for application on gaps in median, Traffic Islands etc. or as desires by the site engineer. The product shall be provided with 3 year outdoor warranty report tested in india condition as per IRC 67-2012 requirement. The work shall be done as per direction of the Engineer In Charge
1000
2141
2141070
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having 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 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012.
50
3605
180268
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Single Chevron Sign board - Providing and fixing Single Chevron Sign board as per clause 15.63 per of IRC 67-2012 with retro relective high intensity micro prismatic grade sheeting (Type XI sheeting) fixed over 2mm thich aluminum sheet with 25X25X3mm angle iron frame supported on a mild steel angle iron post 65X65X6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45X0.45X0.75m for specifications and direction of Engineer-in-charge within all leads and lifts. All the warranty and testing certificate shall be of minimum duration as specified in IRC 67 2012 and same shall be deposited with department before payment. The work shall be done as per directions of the Engineer In-Charge.
50
3549
177455.5
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Cautionary Sign Board - Providing and fixing Cautionary sign board of size 900X900X900mm triangular as per IRC 67-2012with retro reflective high intensity micro prismatic grade sheeting (Type XI sheeting) fixed over 2mm thich aluminum sheet with 25X25X3mm angle iron frame supported on a mild steel angle iron post 65X65X6mm wihout cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45X0.45X0.75m for vertical post complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts. All the warranty and testing certificate shall be of minimum duration as specified in IRC 67 2012 and same shall be deposited with department before payment.
50
4250
212544.5
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Mandatory sign board 600 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm 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 25x25x3mm angle iron supported on a square hollow steel section post 6Dx60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012
100
3675
367589
... More
Informatory sign board-Informatory sign board 600X450 rectangular as per IRC 687-2012 with retro relective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3mm thick aluminium Composiite 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 @200mm c/c to back support frame of 25X25X3mm angle iron 60X60X3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45X0.45X0.75m for verticle post complte as per dause 801 of MoRT&H specifications and as per direction fo Engineer in-charge within all leads and lifts. Supplier shall provide a warranty as per direction of Engineer in-charge within all leads and lifts. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 (Type XI sheeting)
20
3549
70982.2
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Advance Direction signboard 1200x1800 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm 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 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012
20
18962
379250
... More
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 panely with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro relectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20mm length shall be molded in the RPM boady. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a minimum 2 years warranty for satisfactory field performance as per clause 804.7.3 of MoRT&H 5th revision specifications and as per direction of Engineer in-charge within all leads and lifts. (Type XI)
1000
241
241070
... More
Solar RPM/Stud- Providing and installation of solar cat eye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light oulput in active mode. The base of the body shall be yellow or neutral whilte as appproved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar sud shall be round in shape for providing illumination in alll directions. The solar stud shall also have high reflective polycarbonate/methyl methecrylate lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cat eye shall be of height: 65± 2mm & Maximum Diameter: 136± 5mm The body of the solar cat eye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and as per direction of Engineer in-charge within all leads and lifts. (Type XI)
150
2583
387456
... More
Retro Reflective Sheeting Tape of size 75X75 mm on the vertical posts of existing W beam crash barrier complete as per MoRTH specifications clause and technical clause IRC:55-2014 and direction of Engineer-in-charge within all leads and lifts as per approved drawings.
2500
32
80000
... More
Retro Reflective Printed Sign Board Facia with 10 year warranty- Design, manufacturing and assembly of retro reflective sign face (measured in Sq. or rectangular shape) made from micro prismatic Type XI sheeting as per ACM. Special Inks used for printing letters / legends / directions / theme shall be certified for low volatile organic compound emission & shall be water based ink (non solvent & non eco solvent ink) with durability of 10 year atleast. The reflective sheeting signage facia shall be covered with ultra voilet overlaminate transparent film. The signage facia shall be warranted for 10 years as per IRC 67 and shall be supplied with government test report of 3 year outdoor weathering test conducted in India condition on base reflective sheeting as per IRC 67-2012 and as per direction of Engineer in-charge within all leads and lifts. (Type XI)
600
7302
4381608
... More
Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013).
400
4892
1957144
... More
Providing and laying Plain/Reinforced Cement Concrete in Open Foundation, complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100
150
4641
696294
... More
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-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and including precast which are portable and installed including all lifts and lead at locations directed by the Engineer , all as specified.
750
2996
2247322.5
... More
Rumble Strips with thermoplastic road marking
Providing and making rumble strips 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 graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications
1500
82
123210
... More
Stress absorbing membrane (SAM) crack width less than 6 mm
Providing and laying of a stress absorbing membrane over a cracked road surface, after cleaning the road using modified binder CRMB-55 complying with clause 517, sprayed at the rate of 0.9 kg per sqm and spreading crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications.
100000
53
5357000
... More
Making dewatering arrangement by pumping set 4'' *4''
500
627
313696.43
... More
Drain works
-
-
-
... More
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.
3740
78
293851.8
... More
PCC M-15 Grade - Providing and laying Plain/Reinforced Cement Concrete in Open Foundation, complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100 - PCC M-15 Grade
255
3784
965129.1
... More
RCC M-25 Grade for Foundation & Walls - Providing and laying Plain/Reinforced Cement Concrete in Open Foundation, complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100
922.5
4641
4282208.1
... More
RCC M-25 Grade for Cover Slab - Providing and laying Plain/Reinforced Cement Concrete in Open Foundation, complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100
412.5
4641
1914808.5
... More
Reinforcement - Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
84.45
59740
5045058.2
... More
Overlay works of Main Carriagway & Bahadurgarh Service Road
-
-
-
... More
Milling on Bituminous Surface
Dismantling of of existing damaged Bitumen surface by cold milling machine up to 50 mm depth and hauling the milled material upto 10 km and staking at nearest recycling plant site.
8168.25
678
5542729.4
... More
Prime Coat @ 0.85kg per sqm 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
52015.03
37
1950563.63
... More
Tack Coat on Granular Surface treated with Primer - Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications
52015
16
835881.05
... More
Tack Coat on Bituminous Surface - 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
175100
12
2188750
... More
Dense Graded Bituminous Macadam 50 mm
to 75 mm thickness (Grading II)
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
3120.9
6657
20776268.23
... More
Bituminous Concrete 50 mm to 65 mm
thickness (grading I) with 100-120 TPH batch type HMP 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 in all respects as per technical clause 507 of MORT&H specifications as per MORTH specification
2380
7757
18461993.2
... More
Bituminous Concret 30 mm to 45 mm thickness (Grading II) - Providing and laying 30mm - 45 mm bituminousconcrete 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 @ 5.4% 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 complete as per technical clause 507 of per MORTH specifications
5100
7971
40654293
... More
Road Marking with Hot Applied Thermoplastic Compund - 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.
8074.5
541
4376056.02
... More
Rebate towards salvage value of dismantled materials from pavement as per technical specifications clause
4900.95
-1551
-7603471.06
... More
Total Estimated Cost
-
-
149540589.78
... More
Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.
-
-
-
... More
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.
-
-
-
... More
Bid price in Rs.
-
-
149540590
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