Ministry Of Road Transport And Highways Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date9 Nov 2018
Closing Date10 Dec 2018
Tender Amount₹ 37,72,70,000
Costs
EMD
₹ 50,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MoRTH_404171_1Bid Award Id
ViewTender No
ENH/VJP/AE/CRF/2018-19/1481Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Removal of Telephone/Electric Poles and Lines:- Removal of telephone/Electri poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 metres and stacking the serviceable and unserviceable material separately including all labour, hire charges of all machineries etc., complete with all other incidential charges etc, complete and as directed by the Engineer-in-charge of the work.
128
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Scarifying Existing Bituminous Surface by Mechanical Means:- Scarifying the existing bituminous road surface to depth of 50mm and disposal of scarified material with all lifts and lead including all labour, hire charges of all machineries with all other incidential charges etc, complete and as directed by the Engineer-in-charge of the work.
92150
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Removal of unserviceble soil:- Removal of unserviceable soil with hydraulic excavator 0.9 cum bucket capacity including excavation, loading in tippers, unloading, with all lead and lifts including all labour, hire charges of all machineries with all other incidential charges etc.,complete and as directed by the Engineer-in-charge of the work.
6261.75
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Excavation in soil :- Earth work excavation for roadwork in soil by Mechanical Means with Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordeance with requirements of lines, grades and cross sections, and transporting to the embankment location, unloading, with all lifts and lead including all labour, hire charges of all all machineries with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
43184.24
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Construction of Embankment with Material Deposited from Roadway cutting:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of table 300-2 in layers not exceeding 250mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density with all lead and lifts, loading, unloading, all labour, hire charges of all machineries with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
4088.85
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Construction of Embankment with Material Obtained from Borrow pits:- Constructio of embankment with approved material obtained from borrow pits in layers not exceeding 250mm loose thickness, spreading, breaking, clods, removal of roots and other orgnic materials to the required line grade and cross section including watering, consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density with all lead and lifts, including loading, unloading, all labour, hrie charges of machineries with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
14985.43
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Construction of Subgrade and Earthen Shoulders:- 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 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roler with all leads and all lifts, loading, unloading, all labour, hire charges of all machinery with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
79420.66
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Granular Sub-Base with Close Graded Material (Table:-400-1 & 400-2):- Plant Mix Method :- Construction of Granular sub-base by providing, laying, spreading and compacting Close graded material, mixing in a wet mix plant of 75 tonne capacity at OMC. carriage of mixed material to work site, spreading inform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading with all lead and lift with all other incidential charges etc.,complete compacted thickness Grading-II and as directed by the Engineer-in-charge of the work.
25908.55
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Wet Mix Macadam:- Plant Mix Method:-Construction of Wet Mix Macadam by providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 & 13 mixing in a Wet mix plant of 75 tonne capactiy at OMC, carriage of mixed materials to work site in tipper to paver, laid over a previously prepared surface with Mechanical paver finisher to the required grade, level and alignment, comapcting, with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery lighting, guarding, barricading maintenance of diversion road, loading unloading with all lead and lift with all other incidential charges etc., complete compacted thickness and as directed by the Engineer-in-charge of the work.
37081.82
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Primer Coat:- Providing and applying primer coat with Slow Setting bitumen (SS-I)emulsion complying with IS 8887 of approved quality and make on prepared surface of granular base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate as per Table 500-1, including cost of all materials, with all lead and lifts, labour, hire charges of machinery, loading, unloading, with all other incidential charges etc, comlete On WMM/WBM surface @0.80Kg/Sqm and as directed by the Engineer-in-charge of the work.
148327.27
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Tack Coat:- Using Bitumen 80/100 Grade (VG-10):- Providing and applying tack coat as per table 500-5 on prepared surface using 80/100 grade bitumen (VG-10) complying with IS 73 of approved quality and make including cleaning of road surface by Mechanical broom and dusting by air compressor and spraying by bitumen pressure distributor including cost of all materials, labour, hire charges of machinery, loading, unloading, stacking with all other incidential chargesetc., complete, with all lead and lift On granular surfaces treted with primer at 2.5kg/10sqm and as directed by the Engineer-in-charge of the work.
148327.27
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Dense Bituminous Macadam :- Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per tale 500-8,9,10 of specified graded aggregates and filler (cement) @2% by weight of aggregates, premixed with bituminous binder 60/70 Grade(VG-30) in Batch/Hot Mix Plant, loading aggregates with F.E.loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required garde, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, with all lead and lifts, loading, unloading, stacking, transporting with all other incidential charges etc complete, excluding cost of primer/tack coat (Compacted thickness) Using 80-100 TPH Batch mix plant and Paver finisher Hydrostatic with sensor control (ii)Grading 2 : 50-75mm compacted thickness(26.50 mm nominal size) @4.50% Bitumen Using Bitumen 60/70 Grade (VG-30) and as directed by the Engineer-in-charge of the work.
7416.36
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Bituminous Concrete:- Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-16,17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with bituminous binder in batch/hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery,with all lead and lifts, loading, unloading, stacking, transporting with all other incidential charges etc complete, excluding cost of primer/tack coat. (Compacted thickness) Using 80-100 TPH Batch mix plant and Paver Finisher Hydrostatic with sensor control Grading-2 with 5.40% Bitumen (30-40mm compacted thickness) (13.20 mm nominal size) Using 60/70 Grade (VG-30) Bitumen. and as directed by the Engineer-in-charge of the work.
4473.46
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Kilometre Stone :- Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the expsoed faces with C.M. 1:2, curing painting and printing letters, necessary reinforcements etc including cost of all materials, labour, loading, unloading, with all lead, lift, transporting with all other incidential charges etc., complete 5th kilometre stone (precast) and as directed by the Engineer-in-charge of the work.
3
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Kilometre Stone :- Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the expsoed faces with C.M. 1:2, curing painting and printing letters, necessary reinforcements etc including cost of all materials, labour, loading, unloading, with all lead, lift, transporting with all other incidential charges etc., complete Ordinary kilometer stone (precast) and as directed by the Engineer-in-charge of the work.
19
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Kilometre Stone :- Providing and fixing Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980 and IRC:26, excavation and fixing in position in M-15 concrete, plastering the expsoed faces with C.M. 1:2, curing painting and printing letters, necessary reinforcements etc including cost of all materials, labour, loading, unloading, with all lead, lift, transporting with all other incidential charges tc., complete Hectometer stone (precast)and as directed by the Engineer-in-charge of the work.
86
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Boundary Pillar :- Providing and fixing reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, excavation and fixing in position in M-15 concrete plastering the exposed faces with CM 1:2, painting and printing letters necessary reinforcement etc., including cost of all materials, labour , loading, unloading with all lead and lift, transporting with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
2182
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Retro-Reflectorised Traffic Signs:- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67--2001 made of high intensity grade micro prismatic HIP type IV sheeting fixed over aluminium sheeting 2mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45 cm x 60cm, 60cm below ground level as per approved drawing. The item includes earth work excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading with all lead and lift, transporting with all other incidential charges etc., complete Supported on a class 'B' GI pipe 80mm dia, 3.5mtr long-XI Sheeting 90 cm equilateral triangle and as directed by the Engineer-in-charge of the work.
34
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Retro-Reflectorised Traffic Signs:- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67--2001 made of high intensity grade micro prismatic HIP type IV sheeting fixed over aluminium sheeting 2mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45 cm x 60cm, 60cm below ground level as per approved drawing. The item includes earth work excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading with all lead and lift, transporting with all other incidential charges etc., complete Supported on a class 'B' GI pipe 80mm dia, 3.5mtr long-XI Sheeting 60 cm Circular and as directed by the Engineer-in-charge of the work.
18
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Direction and Place Identification Signs with size more than 0.9 sqm size Board:- Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67-2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The item includes earth work excavation, cement concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface as per clauses, including curing, cost of all materials, labour, loading, unloading with all lead and lift, transporting with all other incidential charges etc., complete Supported on 2Nos of class 'B' GI pipe 80mm dia of length 3.5mtr and as directed by the Engineer-in-charge of the work.
21.6
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:- Painting the road surface using approved quality Thermo Plastic material (homogeneously composed of aggregates, pigment, resigns and glass reflectorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce adherent pavement marking of minimum specified thickness of 2.5 mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, with all lead and lift, transporting with all other incidential charges etc., complete. and as directed by the Engineer-in-charge of the work.
61112.99
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Road Delineators :- Providing, 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 as per drawings including cost of all materials, labour, loading, unloading with all lead and lift, transporting with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
60
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Road Studs with Lense Reflector:- Providing and fixing of road stud 100 x 100mm, die-cast in aluminimum, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in cocrete 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 per BS 873 part 4:1973 including cost of all materials, labour, loading, unloading, with all lead and lift, transporting with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
12006
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Metal Beam Crash Barrier :-Type-A "W":Metal Beam Crash Barrier:- Providing,erecting and fixing "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, 150x75x5 mm spaced 2m 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 150x75x5 mm, 330 mm long complete including cost of all matrials, labour, loading,unloading with all lead and lift transporting with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
360
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PITCHING ON SLOPES :- 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, including cost of all materials, labour, loading, unloading, with all lead and lift, transporting with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work
72
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Project Display Board of size 1.80x1.60M and 2.80M from ground level :-Providing and erecting Project Display Board of size 1.80 vertical x 1.60M Horizontal made of Cold Rolled coil sheet 16 guage (1.6mm thickness) sheeting strengthened by welding to MS angle of size 35x35x5mm iron frame work on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a Mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos firmly fixed to the ground by means of properly designed foundation with M15 Grade Cement Concrete 45cms x45cmsx60cms, 60cms below ground level and the board 2.80m from ground level (2 Nos of 3.80 Mtrs overall length each) as per approved drawing including necessary cost of letterings, labour, hire charges of machineries transportation, loading and unloading with all other incidential charges etc., complete as directed by the Engineer and as directed by the Engineer-in-charge of the work.
8
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CD WORKS & C.C. Drain :- 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 dismantled material,disposal of unserviceable material and stacking the serviceable material with all lead and lift, includinng all labour,hire charges of all machineries with all other incidential charges etc.,complete Dismantling Stone Masonry:-Rubble stone masonry in cement mortar and as directed by the Engineer-in-charge of the work.
525.11
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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 dismantled material,disposal of unserviceable material and stacking the serviceable material with all lead and lift, includinng all labour,hire charges of all machineries with all other incidential charges etc.,complete Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earth work and Dismantling of Masonry works. Above 600mm to 900mm dia and as directed by the Engineer-in-charge of the work
510
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Earth work excavation for foundation structures as per drawing and technical specification, inlcuding setting out, constructionn 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 with all lead and lift, labour, spreading with all other incidential charges etc., complete. Ordinary soil Mechanical Means uing Hydraulic excavator (Depth upto 3m) and as directed by the Engineer-in-charge of the work
4171.77
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Providing and Laying Plain / Reinforced Cement Concrete M15 (1:2:4) in Open foundation using granite / trap / basalt aggregates of 20mm and downsize and clean sieved approved sandincluding mixing mechanically in concrete Mixer laid in layers not exceeding 15cms thick layers, as per drawing including cost of all materials, formwork, centering, vibrating, compacting, hire charges of machinery with all lead and lift, loading, unlading, transporting, stacking curing, finishing the exposed faces with all other incidential charges etc., complete (excluding cost of steel and fabrication charges) and as directed by the Engineer-in-charge of the work
643.66
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Providing and Laying Plain / Reinforced Cement Concrete M15 (1:2:4) in sub structure/super structure upto 5mtrs using granite / trap / basalt aggregates of 20mm and downsize and clean sieved approved sand including mixing mechanically in concrete Mixer laid in layers not exceeding 15cms thick layers, as per drawing including cost of all materials, formwork, centering, vibrating, compacting, hire charges of machinery with all lead and lift, loading, unlading, transporting, stacking curing, finishing the exposed faces with all other incidential charges etc., complete (Excluding cost of steel and fabrication charges) and as directed by the Engineer-in-charge of the work.
2000.22
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Laying Reinforced Cement Concrete Pipe NP3 Prestressted Concrete Pipe on First Class Bedding in Single Row :- Providing and laying Plain/Reinforced Cement Concrete pipe NP-3 prestressed concrete pipe for culverts on first class bedding of granular material in single row, fixing collar with clean seived approved sand cement mortar 1:2, including cost of all materials, labour, loading, unloading, with all lead and lift, transporting with all other incidential charges etc., complete Using NP-3 1000 mm dia and as directed by the Engineer-in-charge of the work
872.5
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Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing loading, unloading, with all lead and lift, transporting with all other incidential charges etc., complete as per Specfications. No.KSRB 1000, 2300 MOST Specification No.1000/2300 Using NP-3 600 mm dia and as directed by the Engineer-in-charge of the work
25
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Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing loading, unloading, with all lead and lift, transporting with all other incidential charges etc., complete as per Specfications. No.KSRB 1000, 2300 MOST Specification No.1000/2300 Using NP-3 450 mm dia and as directed by the Engineer-in-charge of the work
87.5
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Back Filling behind abutment, wing wall and return wall and foundation trenches as per drawings in layers not exceeding 20 cms in depth ,compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compcation ,including cost materials,labour ,hire chagre of machineries ,transportation , with all lead and lift, , loading unloading with all other incidential charges etc complete. Granular Material with all lead and as directed by the Engineer-in-charge of the work
808.09
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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, including cost of all materials, labour, loading unloading lead lift transporting with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
1174.64
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MINOR BRIDGE :- 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 dismantled material,disposal of unserviceable material and stacking the serviceable material with all lead and lift, includinng all labour,hire charges of all machineries with all other incidential charges etc.,complete By Mechanical Means Cement Concrete Grade M-15 & M-20 and as directed by the Engineer-in-charge of the work.
634.92
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Excavation for Structures:- Earth work excavation for foundation structures as per drawing and technical specification, inlcuding setting out, constructionn 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 including all lead, lifts, labour, spreading with all other incidential charges etc., complete.Ordinary Soil Mechanical means using hydraulic exavator: depth 3 to 6 m and as directed by the Engineer-in-charge of the work
707.94
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Providing and Laying Plain / Reinforced Cement Concrete in Open foundation using granite / trap / basalt aggregates and clean sieved approved sand including mixing mechanically in concrete Mixer laid in layers not exceeding 15cms thick layers, as per drawing including cost of all materials, formwork, centering, vibrating, compacting, hire charges of machinery,with all lead and lift, loading, unloding, transporting, stacking curing, finishing the exposed faces with all other incidential charges etc., complete (excluding cost of steel and fabrication charges) Using Concrete Mixer PCC M15 using 40mm and down size and as directed by the Engineer-in-charge of the work
161.42
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Providing and Laying Plain / Reinforced Cement Concrete in Open foundation using granite / trap / basalt aggregates and clean sieved approved sand including mixing mechanically in concrete Mixer laid in layers not exceeding 15cms thick layers, as per drawing including cost of all materials, formwork, centering, vibrating, compacting, hire charges of machinery,with all lead and lift, loading, unloding, transporting, stacking curing, finishing the exposed faces with all other incidential charges etc., complete (excluding cost of steel and fabrication charges) Using Batching Plant, Transit Mixer and concrete Pump RCC M25 using 20mm and down size metal and as directed by the Engineer-in-charge of the work
282.41
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Providing & laying PCC / RCC mix in substructure as per drawing using granite/trap/basalt aggregates of 40/20 mm and down size and clean sieved approved sand, form work, scaffolding, mixing mechanically, laid in layers of 15cms thick in each layer,well compacted, centering, vibrating, including cost of all materials, labour, hire charges of machinery, with all lead, lifts, loading, unloading, curing, finishing the exposed faces with all other incidential charges etc., complete RCC M25 (Using 20 mm & down size) Height upto 5m With Batching Plant, Transit Mixer & Concrete Pump and as directed by the Engineer-in-charge of the work
152.67
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Providing, furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure using 20mm and downsize granite/trap/basalt coarse aggregates and clean seived approved sand, mixing mechanically, laid in layers not exceeding 15cms thick layers, compacting, formwork, centring,finishing exposed faces nicely, curing as per drawing including cost of all materials, labour, hire charge of machineries, transporting, loading, unloading,with all lead, lifts with all other incidential charges etc., complete (Excluding the cost of steel and fabrication charges) RCC M25 With Batching Plant, Transit Mixer & Cocnrete Pump For solid slab super-structure Height upto 5m to 10m and as directed by the Engineer-in-charge of the work
294.46
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Providing and fixing to wall, ceiling and floor unplasticized PVC 6.00 kg/sqcm working pressure with pipe fittings, wall clips, etc, and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labor, HOM of acquirements and testing complete as per specification (160 mm dia) and as directed by the Engineer-in-charge of the work
158.4
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Providing TMT Steel bar reinforcement conforming to IS - 1786, FE-500 Grade designation in foundation including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lead and lifts with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
42.56
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Providing TMT steel bar reinforcement conforming to IS-1786, FE-500 Grade designation in substructure including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tieing, lapping and / or welding whereever required and anchoring to the adjoining members whereever necessary as per drawing (lpas, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour with all lead and lifts with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
14.37
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Providing TMT Steel bar reinforcement conforming to IS-1786, FE-500 Grade designation in superstructure including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and /or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts with all other incidential charges etc., complete. and as directed by the Engineer-in-charge of the work
29.67
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Providing and laying RCC wearing coat M-30 grade as per drawing using granite/trap/basalt agg of 20 mm and down size using clean sieved approved sand mixing mechanically in batching plant, carriage by transit mixer and laying by concrete pump, formwork, curing fabrication of reinfocement including the cost of steel and all other materials, hire charges of machinery, labour, with all lead, lifts, loading, unloading, unloading, etc., complete including lead for steel and cement with all other incidential charges etc., complete Using batch mix plant and as directed by the Engineer-in-charge of the work.
30.06
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Providing Plain cement concrete M-15 ordinary grade Levelling Course below approach slab using 40mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed, laying, vibrating, curing, cost of all materials, labour, loading, unloading wtih all lead and lift, hire charges of machinery with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
33.05
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Providing and laying Reinforced Cement Concrete Approach Slab, using M-30 grade as per drawing using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by Batch mix palnt, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, formwork, curing, loading, unloading with all lead and lift, with all other incidential charges etc., complete Using Batch Mix Plant and and directed by the Engineer-in-charge of the work.
25.2
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Construction of RCC Railing of M30 grade in-situ using granite/trap/basalt aggregates of size ot exceeding 12mm and down and clean sieved approved sand mixing in concrete mixer 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 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawing No.SD-202 including cost of all materials, labour, formwork, cost of all steel and fabrication charges, casting, handling, transporting, loading, unloading, with all lead, lifts, fixing in position with all other incidential charges etc., complete including lead for steel & cement. Using Batch mix plant and and directed by the Engineer-in-charge of the work.
54.4
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Providing Drainage Spouts using 100mm dia G.I. Pipe one metre long & (260 x 260) mm M.S.grating as per drawing, fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, labour with all lead and lifts with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
14
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Filler joint:- Providing & fixing 20 mm thick compressible fibre board in expansion joint complete including cost & conveyance of all materials, labour, fixing in position, with all other incidential charges etc., complete as per drawing and as directed by the Engineer-in-charge of the work.
3600
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Providing and laying Filter material as per table 300-3 underneath pitching in slopes complete as per drawing, including cost of all materials,labour, loading, unloading, with all lead, lift, transporting with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work
105.45
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front ot toe of embankment complete as per drawing, including cost of all material, labour, loading, unloading, with all lead, lift, transporting with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work
426
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Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, fixing in position in C.M. 1:3 with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transporation with all ead and lift, loading, unloading with all other incidential charges etc., complete -do- Using 110mm dia PVC Pipe and as directed by the Engineer-in-charge of the work.
180.93
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BOX CULVERT :- Excavation for Structures:- Earth work in excavation for foundation of structures as per drawing and techanical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling excavation earth to the extent required and utilising the remaining earth locally for road work including all lead and lifts, labour, spreding with all other incidential charges etc., complete. Ordinary soil Mechanical Means using hydraulic excavator depth upto 3.00 mtr and as directed by the Engineer-in-charge of the work.
1606.85
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Providing & laying Plain / Reinforced Cement Concrete M 20 [1:1.5:3] in substructure for Abutment / Pier Cap using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, with all lead and lift loading, unloading, transporting, stacking, curing, finishing the exposed faces with all other incidential charges etc., complete (excluding cost of steel and fabrication charges) and as directed by the Engineer-in-charge of the work
74.46
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Providing & laying PCC / RCC mix in substructure as per drawing using granite/trap/basalt aggregates of 40/20 mm and down size and clean sieved approved sand, form work, scaffolding, mixing mechanically, laid in layers of 15cms thick in each layer,well compacted, centering, vibrating, including cost of all materials, labour, hire charges of machinery with all lead and lifts, loading, unloading, curing, finishing the exposed faces with all other incidential charges etc., complete RCC M25 (using 20 mm & down size) Height upto 5m With Concrete Mixer and as directed by the Engineer-in-charge of the work.
287.31
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Providing & laying Plain / Reinforced Cement Concrete in Open foundation using granite/trap/basalt aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery with all lead and lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces with all other incidential charges etc., complete (excluding cost of steel and fabrication charges) Using Concrete Mixer RCC M25 using 20mm and down size metal and as directed by the Engineer-in-charge of the work.
215.82
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Providing TMT Steel bar reinforcement conforming to IS-1786, Fe-500 Grade designation including straightening bars, cutting, bending, hooking, bnding with approved quality binding wire after placing in position, tyeing, lapping and or welding wherever requird and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
56.1
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Providing, furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure using 20mm and downsize granite/trap/basalt coarse aggregates and clean seived approved sand, mixing mechanically, laid in layers not exceeding 15cms thick layers, compacting, formwork, centring,finishing exposed faces nicely, curing as per drawing including cost of all materials, labour, hire charge of machineries, transporting, loading, unloading,with all lead, lifts with all other incidential charges etc., complete (Excluding the cost of steel and fabrication charges) RCC M25 Using Concrete Mixer For solid slab super-structure Height upto 5m to 10m and as directed by the Engineer-in-charge of the work
166.1
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Providing and laying Reinforced Cement Concrete Approach Slab, using M-30 grade as per drawing using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved sand mechanically mixed by Batch mix palnt, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, formwork, curing, loading, unloading with all lead and lift, with all other incidential charges etc., complete Using Concrete Mixer and and directed by the Engineer-in-charge of the work.
56.85
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Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing including cost of materials, labour, watering, transporting with all ead and lift, loading, unloading with all other incidential charges etc., complete and as directed by the Engineer-in-charge of the work.
169.32
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Asphaltic Plug joint: Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications using Mastic cooker including cost and conveyance of all materials, labour with all lead and lifts with all other incidential charges etc complete and as directed by the Engineer-in-charge of the work.
47.6
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Filler joint:- Providing & fixing 20 mm thick compressible fibre board in expansion joint complete including cost & conveyance of all materials, labour, fixing in position, with all other incidential charges etc., complete as per drawing and as directed by the Engineer-in-charge of the work.
33.38
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Reinforced Cement Concrete Crash Barrier:- Providing and fixing Reinforced Cement Concrete Crash Barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with TMT reinforcement conforming to IRC:21, 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 MoSRT&H 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 including earthwork, Cement Concrete, cost of all materials, labour, loading, unloading with all lead and lift, transporting with all other incidential charges etc., complete. Note: Excavation and backfilling are incidental to work and not to be measured separately and as directed by the Engineer-in-charge of the work.
74.28
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Tack Coat Using 80/100 grade Bitumen (VG-10) Providing and applying tack coat as per table 500-5 on prepared surface using 80/100 grade bitumen (VG-10) complying with IS 73 of approved quality and make including cleaning of road surface by Mechanical broom and dusting by air compressor and spraying by bitumen pressure distributor including cost of all materials, labour, hire charges of machinery, loading, unloading, stacking with all other incidential charges etc., complete, with all lead and lift, On Cement Concrete surface at 3.0 Kg/10 Sqm and as directed by the Engineer-in-charge of the work
529.68
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Providing and laying boulders laid dry without wire crates for Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing, including cost of all materials, labour, loading, unloading, with all lead and lift, transporting with all other incidential charges etc., complete. and as directed by the Engineer-in-charge of the work
138.55
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