National Highways Authority Of India Tender
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Costs
EMD
₹ 29,27,619Document Cost
₹ 25,000Tender Fee
Refer Documents
Summary
Maintenance Of National Highways From Km. 1040.300 To Km. 1093.000 Tihu To Puthimari Section Of Nh-31 In The State Of Assam
Description
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Contact
Tender Id
2022_NHAI_105336_1Bid Award Id
ViewTender No
15/2021-21 (O and M)Tender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
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Documents
BOQ Items
Maintenance and cleaning of chocked Culverts by removal of muck, silt and garbage and disposal of the same at suitable locations including bailing out of water, replacing the cover slab carefully all as per direction.
3775.25
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Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means (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.
17500
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Tack coat- Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor @ 0.20 Kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broomer (Including cost of testing of materials at site and laboratory as directed by the deptt)
(I) With Bituminous emulsion CSS -1h
(b) Dry & hungry bituminous surface
26341.2
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an avergae output of 75 Tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site , laying with a hydrostatic paver finished with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (including carriage up-to initial lead of 5.0 KM from quarry and carriage of mixed materials up-to 10.0 KM initial lead from mixing plant) ( Including cost of testing of materials at site and laboratory as directed by the deptt)
(C ) With hydrated lime/ Cement as filler
(III) with Polymer modified Bitumen 70
(i) For Grading-I (19 mm nominal size)
732.17
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Dismantling of Cement Concrete Pavement
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
71.25
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
71.25
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Filling pot-holes and patch repairs with Bitumenous concrete, 40 mm(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, bqackfilling the pot holes with hot bitumenous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continious surface, all as per clause 3004.2(including carriage up to initial lead of 5.0 Km from quarry and carriage of mixed materials upto 10.0 Km initial lead from mixing plant)
3530.63
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Filling pot-holes with ready mix material like Hincol Road Bond or equivalent by removal of all failed materials trimming of excavated materials to achieve firm vertical faces cleaning of surface, application of tack coat on sides and base of excavation as per specification and backfilling with HINCOL road bond or equivalent complete as directed.
529.59
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Painting Two Coats on Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
40304.68
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorised 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 and conforming to the MoRT&H specification.
13226.77
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Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
12012
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
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i) Equilateral Triangular 900mm sign
96
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iii) 600mm dia Circular sign
113
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(iv)Facility information sign 800 X 600 rectangular
26
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(v) Hazard Marker sign 300 x 900 mm ractangular
40
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vii) 90 cm high octagon
16
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Direction and Place Identification Signs upto 0.9 sqm Size Board.
Providing and erecting direction and place identification retro-reflectorised 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. ( All the Steel work must be Tata/Sail/or any other approved brand)
31.86
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'Direction and place identification sign more than 0.9 sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
248.61
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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.
A. Using Concrete Mixture
224
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Type - A, "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
1184
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Dismantling of Guard Rails
Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.
1586
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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-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 III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
II. M 40 grade concrete
1586
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Solar Blinker- Supplying including installation, testing and commissioning of solar road safety Aid as per following pecification and as directed bt the Department "SOLAR ROAD FLASHER (SINGLE ASPECT DD LED Flash rate e of 1Hz operate ion with 60 flash/min Standard system fully powered by solar Energy. (i) Single aspect dusk to dawn operate ion. (ii) 3 Metres MS pole with sorrosive resistant paint. (iii) Straight line visibility of more than 500 m under clear weather condition.
24
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2) Installation and Commissioning for each unit
24
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Supplying of delineators(Roadway indicators) not less than 800 mm high above ground level. The delineators shall have a core and shell construction which shall be made of tough, high impact resistant, injection molded thermoplas tic outer body. The inner core shall consist of powdered coated or painted mild steel of minimum thickness 1.00 mm. The delineator should consist of top retro-reflective unit consisting of white colored micro prismatic non-me tallic retro-reflo-reflective sheeting of minimum exposed area 125sqcm and bottom retro-reflective unit consist of red colured micro prismatic non-metallic retro-reflective sheeting with 35 sqcm of minimum exposed area con forming with IRC-67-210 type x1 standards. The delineator shall be fixed into the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instruction by Engineer in Charge.
5856
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Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
(i) Lime / cement concrete
I. By manual means
C. Prestressed/ Reinforced cement concrete grade M-20 & above
33.6
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork.
C. RCC Grade M 30
(i) for solid slab superstructure
(a) Height up to 5m
33.6
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Strip Seal Expansion Joint
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 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.
240
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Greasing of Bearing with ULTRATECH AP3 grease including cleaning og bearings with steel brush, removal of dusts and dirt with necessary scaffolding etc. complete as directed by the the department.
312
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
2108
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Usage of Plant & Machinery
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(A) Excavator 1 cum capacity
104
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(B) Tipper 10 Ton Capacity
104
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Repair of Joint Grooves with Epoxy Morter (Repair od spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy morter or epoxy concrete).
3000
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Earthwork in excavation of foundation for structures including pipe culverts in all types of soil including lead and lifts complete as per drawings and Technical Specifications Clauses 304 and 2903
For Toe wall of boulder pitching, AS-05
18
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Cement Concrete/Reinforced Cement Concrete in open foundation/leveling course including centering and shuttering but excluding reinforcement all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100 a) M 15 grade
For Toe wall of boulder pitching, AS-05
97.75
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
For protection of embakment slope, AS-05
90
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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
A. Stone/Boulder
For protection of embakment slope, AS-05
180
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Earthwork in excavation of foundation for structures including pipe culverts in all types of soil including lead and lifts complete as per drawings and Technical Specifications Clauses 304 and 2903
for RCC drain, AS-05
3776
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Cement Concrete/Reinforced Cement Concrete in open foundation/leveling course including centering and shuttering but excluding reinforcement all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100 a) M 15 grade, AS-05
176
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Plain / Reinforced Cement concrte, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (A) (c )M 20 grade, AS-05
1056
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Providing weep holes in abutments, wing walls,retaining walls, return walls etc. complete as per drawing and Technical Specifications Clause 2706
1100
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe 500 N/mm2
73.92
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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. ( for Chainage marking on median kerb).
(ii) English and Roman
for Chainage marking on median kerb @ 50m C/C & height of letter considered 5 cm for both side & Km posts.
129200
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Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
i. 5th Kilometre stone (precast)
10
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Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
ii. Ordinary Kilometre stone (precast)
32
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Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre
170
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
7359
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
16120.25
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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
4451.25
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GSB-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
(ii) for grading-II Material
1780.5
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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.
2005.63
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(A) 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.
(ii)
8302.5
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Tack coat- Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor @ 0.20 Kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broomer (Including cost of testing of materials at site and laboratory as directed by the deptt)
(I) With Bituminous emulsion CSS -1h
(a) Normal bituminous surface
14405
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DBM-Dense Graded Bituminous Macadam-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. (including carriage up-to initial lead of 5.0 KM from quarry and carriage of mixed materials up-to 10.0 KM initial lead from mixing plant) ( Including cost of testing of materials at site and laboratory as directed by the deptt).
956.56
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BM-Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (including carriage up-to initial lead of 5.0 KM from quarry and carriage of mixed materials up-to 10.0 KM initial lead from mixing plant) ( Including cost of testing of materials at site and laboratory as directed by the deptt).
(b ) With anti atriping agent
(I) with 60/70 or VG-30 grade Bitumen
(i) for Grading I (40mm nominal size)
622.69
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Bituminous Concrete-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 (including carriage up-to initial lead of 5.0 KM from quarry and carriage of mixed materials up-to 10.0 KM initial lead from mixing plant) ( Including cost of testing of materials at site and laboratory as directed by the deptt).
(c ) With hydrated lime/ Cement as filler
(III) with Polymer modified Bitumen 70
(ii) For Grading-I (19 mm nominal size)
313.14
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SDBC-Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 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. 508 complete in all respects (including carriage up-to initial lead of 5.0 KM from quarry and carriage of mixed materials up-to 10.0 KM initial lead from mixing plant) ( Including cost of testing of materials at site and laboratory as directed by the deptt)
(c ) With hydrated lime/ Cement as filler
(III) with Polymer modified Bitumen 70
(ii) For Grading-I (19 mm nominal size)
74.6
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Over Head Solar Based Traffic Signal Light System:
Red Led Signal for vehicles - 1 No.
Solar Panel 120wp x 2 nos.
Lifepo4 Batteries Battery 12.8v 100ah - 1 No.
6 mtr Pole with 3 mtr Arm.
6
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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
For Bollard Barrier
60
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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
386
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-
Plain / Reinforced Cement concrte, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (A) (c )M 20 grade
384
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Providing weep holes in abutments, wing walls,retaining walls, return walls etc. complete as per drawing and Technical Specifications Clause 2706
400
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe 500 N/mm2
28.8
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Total Amount Rs. =
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Add Labour cess @ 1 % =
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Grand Total Amount Rs =
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Value of work in words
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Name of Contractor
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Evaluation Notes How It Works ?
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