National Highways Authority Of India Tender
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Costs
EMD
₹ 16,75,130Document Cost
₹ 50,000Tender Fee
Refer Documents
Summary
Repair And Maintenance Of The Road From Km 410.700 To Km 447.000 (ew-04 And Ew-12 Package) (purnea-dalkhola Section) Of Nh-31 In The State Of Bihar.
Description
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Contact
Tender Id
2020_NHAI_55245_1Bid Award Id
ViewTender No
NIT No - 95/RO-PATNA/NHAI/2019-20Tender 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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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
27570
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Construction of Subgrade and Earthen Shoulders
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.
16815
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Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407.
2359.18
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Tack Coat
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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.
36907
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Bituminous Concrete
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Providing and laying 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 @ 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 (BC Thickness taken 40mm)
1278.75
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Mastic Asphalt
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Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.
1995
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Cast-in-Situ Cement Concrete M20 Kerb
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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
6051
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Printing New Letter and Figures of any Shade
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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 )
20000
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English and Roman
20000
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Retro-Reflectorised Traffic Signs
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
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90 cm equilateral triangle
264
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60 cm equilateral triangle
8
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60 cm circular
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80 mm x 60 mm rectangular
20
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60 cm x 45 cm rectangular / 90 cm x 30 cm (OHM)
60
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60 cm x 60 cm square
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90 cm high octagon
66
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Direction and Place Identification Signs upto 0.9 sqm Size Board.
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Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
4.5
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Overhead Signs
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans
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Truss and Vertical Support
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Aluminium Alloy Plate for Over Head Sign
25
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Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
1664.03
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Painting on Steel Surfaces (Sign board Pole Painting)
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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
2500
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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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.
26466
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Kilometre Stone
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Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
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(i) 5th kilometre stone (precast)
5
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(ii) Ordinary kilometer stone (precast)
21
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(iii) Hectometer stone (precast)
290
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Road Delineators
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Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
150
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Metal Beam Crash Barrier
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Type - A, "W" : Metal Beam Crash Barrier
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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 center to center, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized 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 and fixing of retroreflectorize tape
3450
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Road Markers/Road Stud with micro prismatic Lens Reflector
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Providing and fixing of road stud 100x 100 mm, die-cast moulded from ASA (Acrylic strene acrylonitrite)High impact poly styrene or ABS body resistent to minimum support a load of 13635 Kg and Fitted with micro prismatic lence Reflecter installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as
3494
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per MORTH Letter NO. RW/NH/33023/10/97-DO-III dt. 11-06 97
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Maintenance of Earthen Shoulder (filling with fresh soil)
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Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
3030
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Maintenance of Earth Shoulder (stripping excess soil)
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor
3030
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Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm.
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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
11322
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Planting and Maintaining of Flowering Plants and Shrubs
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Planting flowering plants and shrubs in central verge
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Maintenance of flowering plants and shrubs in central verge for one year
12.3
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Underground Drain at Edge of Pavement
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Construction of an undergrounddrain 1m x 1m (inside dimensions ) lined with RCC 20 cm thick and covered with RCC slab 10cm in thickness on urban road
925
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PCC 1:3:6 in Foundation (RCC Drain)
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications
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PCC Grade M15
92.5
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
37
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications
271
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Repair of RCC Railing
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Carrying out repair of RCC M30 railing to bring it to the original shape.
200
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Removal all types of broken down / vehicles which have met with accidents from the carriagway and toeing the same to proper locations i.e. nearest police station or some suitable location by using 15 tonne or of more capacity pick and carry crane, as per the requirement of incident management as per the clause 6.4 of Scope of work as err Clause 6.8 "Performance Standard" of scope of work. The crane shall be equipped with precise vehicle tracking system (VTS) (of reputed ISO 9001 company) based on Global positioning system (GPS) and GSM / GPRMS technology. The system shall include micro, live real time tracking web based software through which use of GIS map and transit, stoppage idle, over speed reports of vehicle shall be obtained.
12
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Providing, running and maintaing route patrol vehicle as per clause 6.4 of scope of work and as per clause 6.8 "Performance Standard' of scope of work. It also include removal of dead animals lying on highways and burying them at proper safe location out of ROW. it will be incidental to this work. Payment will be made as defined in clause 6.8 of scope of work
12
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Provision of ambulance as per clause 6.4 of scope of work and as per clause 6.8 ' Performance Standard" of scope of work
12
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Supply of Video cassette (CD) in three copies including videography of complete stretch at three state in O & M period complete as per Technical Specification Clause 126
3
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Removal of debris along the Kerb (2 times in a year)
145200
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Median Cleaning (2 times in a year)
60000
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Shoulder Cleaning (2 times in a year)
120000
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Cleaning of median drain (2 times in a year)
12700
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MS Railing in Market Area including fixing and Two coats painting
1565
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Kerb Painting (Old work) (Two coats)
12341.6
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Prarpet wall and Crash Barrier Painting (Two Coats)
16000
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5th Km. Stone Painting
68.95
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Lettering on Km. Post
12600
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Ordinary Km. Stone Painting
444.99
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Lettering on Km. Post
65520
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Guard Rail Painting (Two Coats)
4000
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Total
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