National Highways Authority Of India Tender
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National Highways Authority Of India - NHAI Tender
Eprocure
Opening Date25 Nov 2020
Closing Date15 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 7,72,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_NHAI_62976_1Bid Award Id
ViewTender No
PIU-LKO/NH-28C/OMBS/20-21/05Tender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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Documents
BOQ Items
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Replacement of stolen/missing retro-reflectorised traffic sign boards by providing and fixing new retro-reflectorised cautionary, mandatory and informatory sign as per ASTM D 4956-04 made of High intensity grade Microprismatic sheeting Type-IV, fixed over aluminium sheeting 2.0 mm thick supported on a MS Angle Iron Frame comprising of 40mm X 40 mm X 4mm. This frame is further welded to MS Angle 75mm X 75mm X 6 mm size, 3.5 meter high vertical post complete as per drawing. This vertical post shall be embeded in M15 grade cement concrete in a pit of size 450mm X 450mm X 600 mm, 600 mm below ground level complete in all respect as per direction of the Engineer.
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-
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INFORMATORY SIGN
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-
-
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Parking Sign (900 mm x 600 mm)
48
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6633
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Facility Information Sign (800 mm x 600 mm)
48
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6566
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Cautionary / Warning Sign
48
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5443
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REGULATORY/MANDATORY SIGNS
48
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4899
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Supplying and installation of delineators (Roadway indicators) 900 mm long and 1 inch dia circle pipe duly painted in black colour having 2 nos. of high intensity prismatic retro reflective sheeting yellow and white colour having minimum retro reflectivity value as per Type-IV of as per ASTMD-4956-04.
48
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828
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Cats Eye/Pavement Marker (NMC nail Less):- Made out of Acrylic-strene-Acrylonitril or Hi-Impect polysterene fitted with Moulded of Methacrylate (NMC) reflector cube corner reflector design; Filled with tightly adhering potting compound as per ASTM D788 size 11.5 cms X 7cms X 1.6 cms or 10 cms X 10 cms X 1.75 provided with bituminous adhesive in sufficient qantity with each unit for fixing. No nail should be allowed for fixing.
120
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324
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Providing and laying hot applied thermo plastic compound 2.5 mm thick including Reflecto rising beads 250grm / sqm, Area, thickness of 2.5mm is exclusive of surface applied gloss beads as per IRC 35. The finish surface level uniform and free from streaks and holes. Composition of thermo plastic materials shall be as per table 800-3 of clause 803 of MORTH including cost of all materials, labour T&P etc.
4800
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618
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 315 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
120
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420
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Removal of unauthorised boards within ROW and stacking etc complete in all respect including transportation from site to the nearest store/suitable location as per direction of Engineer in charge.
240
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481
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Blading/grading the unpaved shoulder and slopes using motor grader at the required camber as directed by the Engineer in charge confirming to MOST clause no. 3003. The work also include disposal of surplus material and addition of suitable earth confirming to MOST specification clause no. 305
24000
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44
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Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills sloped/ shoulders confirming to MOST clause no. 3002 same to the original constructed cross section the.Fill material should confirm to MOST specification no. 305 watered and well compacted with all leads and lifts as directed by the Engineer ( Quantity of loose fill material shall be measured for payment) (Raincut restoration)
2400
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197
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
96
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4330
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
480
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3825
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Cleaning clearing road side lined / puccka drain to bring them to originally shape drainage capacity including disposal of recovered material with all lift and lead complete in all respect or as directed by Engr. & as per additional maintenance Standard clause no. 5.5.1
12000
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175
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Cleaning, Clearing and Reshaping the upstream / Downstream side of CD work and Pipes Including Disposal of excess material from side with all lead & lifts complete in all the respect as directed by Engineer.
-
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-
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Slab/ Box type culvert
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5610
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Pipe Culvert
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2805
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Carrying out simple cleaning removing of dust / silt/ thrush/ plastic/ rubbish/ garbage/ from the carriageway from mechanical broomer and from the footpath vargase and complete ROW from mechanical means /labour and disposing it at a suitable place as directed by Engineer. It also includes the Routine maintenance and cleaning of Road stud and delineator.
240
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6731
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Removal of Rank vegetation / weeds and undesirable vegetation from the gerges and side of the road (Shoulder, Embankment Slope) and in complete ROW including breaking of clods rough dressing and disposing at suitable place as directed by Engineer.
240000
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1
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Providing localised repair to rutted portion and edge breaking of bituminous surface at scattered locations by applying tack coat of bituminous material @ 3 kg/10 sqm. Filling the depression with dense bituminous macadam mix confirming to MOST specification Close no. 509 .
120
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10000
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Fog Seal: Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing.
600
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26
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Crack Prevention Courses
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-
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Stress absorbing membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
240
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59
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Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
240
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65
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Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
240
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83
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Providing treatment and repair to potholes and Patch Work Complete as per the technical Specification Clause 3004.2
-
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-
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Carrying out patch repair with bituminous concrete up to 20 mm thickness after removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides & base of excavation as per clause no. 503, back filling the patch with bitumenous concrete prepared by using bitumen emulsion complying with IS 8887 and other material detailed as per clause no. 509. Compacting trimming & finishing the surface to form a smooth continuous surface all as per clause no. 3004.2 of Technical Specification.
1200
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172
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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
600
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398
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Dense Graded Bituminous Macadam
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-
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Providing and laying 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 @ 4.0 to 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. 507 complete in all respects.
480
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483
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Wet Mix Macadam
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-
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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.
240
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631
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Granular Sub-Base with Clsoe Graded Material (Table:- 400-1)
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-
-
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B- 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
240
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448
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Painting with higloss synthetic enemal paint two coats to give an even and smooth surface for protection of exposed concrete/masonary portion of Bridges/CD works/ parapet, kerb painting and repairing wherever necessary, complete as per approval of Engineer.
4800
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73
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Painting all types of M.S/GI railing as when required with two coats of synthetic enamel paint of approved brand after cleaning the surface complete in all respect as directed by the Engineer.
1200
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22
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Carrying out routine maintenance to all types of road signs complete as directed by the Engineer and as per Additional Maintenance Standard clause 5.5.3 of the bid document.
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-
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Road Signs Mounted on Single Post
200
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504
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Road Signs Mounted on Double Post
200
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1009
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Carrying out repair to road signs including stregthening or other wise reparing signs and delineater made out of retroreflective sheet or painted job also included patch repair to RR sheet signs /scripts and repairing of post with approved quality of enamel paint complete work conforming to respective IRC /MORTH Specifications.
-
-
-
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Road Signs Mounted on Single Post
8
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1919
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Road Signs Mounted on Double Post
8
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4719
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
-
-
-
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5th kilometre stone (precast)
8
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4930
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Ordinary kilometer stone (precast)
20
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2994
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Hectometer stone (precast)
50
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741
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
-
-
-
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Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half )
1200
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1
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English and Roman
2400
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0.6
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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
480
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3107
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Building Maintenance
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-
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Empty Bag Filling by Sand.
Supply and Laying of sandy earth plastic cemetn bags (volume 0.035cum) including cost of earth, cost of empty bags, labour, stitching with sutely complete, laying and placing complete at the place of restoration of Embankment.
2400
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38
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Toll Plaza Building Maintenance
2
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400000
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Rest Area Building Guard Cum Sweeper
24
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15000
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Rest Area Building Maintenance (including electricity bill)
24
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15000
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Toilet Block Under Swachh Bharat Abhiyan Guard Cum Sweeper
24
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15000
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Toilet Block Under Swachh Bharat Abhiyan Maintenance
24
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5000
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Estimate for RCC Foothpath cum Covered Drain
-
-
-
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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.
102
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7049
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Plain/Reinforced Cement Concrete in Substructure as per Drawing and Technical Specifications.
450
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8443
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
16.8
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61980
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
150
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451
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junction improvement at identified Black Spots-Madhavpur, Maroncha, Gajadharpur, Devlakha, Badauli, Charsanda Mafi & Jhukiya
-
-
-
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100m, including trimming bottom and side slopes in accordance requirements of lines, grades and cross-sections.
216.22
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188
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation of drain and foundation of other structures graded and compacted to meet requirements of Table 300.1and 300.2as per technical specification clause 301.5
192.98
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113
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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
101
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4476
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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.
94.32
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5051
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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 0.60 kg/sqm using mechanical means.
628.8
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22
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Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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. 507 complete in all respects.
41.69
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9665
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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/granular surface cleaned with mechanical broom.
628.8
-
8
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Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects
24.28
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9938
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Cat eyes
Supply and fixing of reflective raised pavement markerwith its body surface made of tough ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi- Impact Polystyrene) or ABS ( Acrylonitrite Butadiene Styrenc). The marker shall support a load of 1350 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing singal or dual prismatic cubes of providing total internal reflection of light entering the lens face. Retro reflecting surface shall preferably be 35±5° to base and area of each retro reflecting surface shallnot be less than 13.0 Sqcm. Road studs shall be ligibaly marked with name trade mark or other means of identification of manufacturer. Dimensions of road studs should not be less than 100 mm X100 mm X10mm.
RPM (with shank as per ASTM)
785
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324
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Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 80 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..
80.68
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1423
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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 408
41.03
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420
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Retro reflectorisedTraffic signs as per IRC 67-2012:
Providing and fixing of retro reflectorised cautionary, mandatory and informatory signs as per IRC : 67-2012 made of high intensity grade sheeting vide clause 801.3 friced over aluminum sheeting type IV 1.5mm thick supported on mild steel angle iron post 75mm X 75mm X 6mm firmly fixed to ground by means of properly designed foundation with M 15 grade cement concrete 45cm x45cm x 60cm, 60cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian consditions as per IRC 67-2012 and proof of the same in form of government shall be uploaded while quoting tender.
-
-
-
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90 cm high octagon
14
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4851
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60cm circular with definition plate (20cm x 60cm)
14
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3845
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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 gm per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35-2015. The finished surface to be level, uniform and free from streaks and holes
843.44
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618
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