Ministry Of Road Transport And Highways Tender

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 and as directed by the Engineer-in-charge of the work.(I)Ordinary Soil Mechanical Means using hydraulic excavator, Depth upto 3m

(II)Ordinary Rock, Mechanical Means using hydraulic excavator

Providing & laying Plain / Reinforced Cement Concrete in Open foundation using granite/trap/basalt aggregates and clean sieved approved fine aggregates 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 etc., complete (excluding cost of steel and fabrication charges) and as directed by the Engineer-in-charge of the work. PCC M-15 using 40mm and down size.

Providing & laying Plain/Reinforced Cement Concrete in Open foundation using granite/trap/basalt aggregates and clean sieved approved fine aggregates including mixing mechanically, laid in layers not exceeding mixing mechanically laid in layers not exceeding 15cms thick layers, as per drawing including cost of all mateials, form work, centring, vibrating, compacting hire charges of machinery, lead lift, loading, unloading transporting stacking, curing finishing the exposed faces etc,complete (excluding cost of steel and fabricating charges) Using Batching Plant, Transit Mixer and Concrete Pump (H)RCC M35 using 20mm down size metal etc., complete and as directed by the Engineer-in-charge of the work.

Providing TMT Steel bar reinforcement conforming to IS-1786, FE-500 Grade designation as per table 1000-3 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, lifts etc., complete. FE 500Grade and as directed by the Engineer-in-charge of the work.

Providing & laying PCC / RCC mix in substructure as per drawing using granite/trap/basalt aggregates of 40 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, lead, lifts, loading, unloading, curing, finishing the exposed faces etc., complete RCC M35 (using 20mm&Down size Height upto 5m With Batching Plant, Transit Mixer & Concrete Pump with all lead of mix material and as directed by the Engineer-in-charge of the work.

Providing & laying PCC/RCC mix in substructure as per drawing using granite trap basalt aggregates of 40/20mm and down size and clean sieved approved fine aggregates form work, scaffolding, mixing mechanically, laid in layers of 15cm thick in each layer, well compacted, centering, vibrating, including cost of all materials, labour, hire charges of machinery, lead lifts, loading, unloading, curing, finishing the exposed faces etc.,complete Height upto 5m to 10m, With Batching Plant, Transit Mixer & Concrete Pump with all lead of mix material and as directed by the Engineer-in-charge of the work. RCC M-35 (using 20mm and down size).

Providing, furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure using 20mm and downsize granite/trap/basalt coarse aggregates and clean seived approved fine aggregates, 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, lead, lifts etc., complete.except lead for cement (Excluding the cost of steel and fabrication charges) RCC/PSC M-40 and as directed by the Engineer-in-charge of the work.

Providing TMT Steel bar reinforcement conforming to IS-1786, FE-500 Grade designation as per table 1000-3 in substructure 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 etc., and as directed by the Engineer-in-charge of the work.

Providing and laying Pitching on Slopes laid over prepared filter media including cboulder apron laid dry in fornt of toe of embankment complete as per drawing, including cost of all materials, labour, loading, unloading, lead, lift, transporting etc.,complete Stone/Boulder. and as directed by the Engineer-in-charge of the work.

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, lead, lift, transporting etc.,complete and as directed by the Engineer-in-charge of the work.

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 600mm 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 tot he full height compacted to a firm condition as per drawing including cost of materials, labour, watering, transporting, lead, lift, loading, unloalding etc.,compelete and as directed by the Engineer-in-charge of the work.

Providing Weep Holes in Brick masonry Plain/Reinfrced concrete abutment, wing wall/return wall with 110 mm dia PVC Pipe fixing in posiition in C.M.1:3 with collar and clamp extending trhoguh the full width of the structure with slope of IV:20H towards drawing force as per drawing including cost of all materials, labour, transporation lead lift, loading unloading etc.,complete and as directed by the Engineer-in-charge of the work.

Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cms in depth, compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compaction, including cost of materials, labour, hire charge of machineries transportation, all lead, lift, loading, unloading, etc.,complete Granular Material and as directed by the Engineer-in-charge of the work.

Providing, furnishing and Placing Reinfrced cement concrete in superstructure using 20mm and down size granite/trap/basalt coarse aggregates and clean sieved approved fine aggregates, mixing mechanically, laid in layers not exceeding 15cms thick layers, compacting, formwork, centring, finishing exposed faces nicely, curing as per drawing inclding cost of all materials, labour, hire charges of machfineries, transporting, loading, unloadisng, lead, lifts, etc.,complete (Excluding the cost of steel and fabrication charges) RCC M-40 With Batching Plant, Transit Mixer & Concrete Pump with lead of mix material, For T-beam & Slab Height 5m to 10m and as directed by the Engineer-in-charge of the work.

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, 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.

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 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to thestructure on which it is built and installed as per design given in the enclosure to MOSRT&H Circular No.RW/NH-330122/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified including earth work, cement concree, cost of all materials, labour, loading, unloading, lead lift transporting etc.,complete and as directed by the Engineer-in-charge of the work.

Strip Seal Expansion Joint:- Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm including cost and conveyace of all materials, labour and fabrication cost and machinery inputs for various processing operations for mild steel members, welding of anchor strips to anchor plates etc., complete as per approved drawings and standard specifications to be installed by the manufacture/supplier or therir authorised representative ensuring compliance to the manufacture's instructions for installation and as directed by the Engineer-in-charge of the work.

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-18 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, lead, lifts, loading, unloading, stacking, transporting etc complete, including lead for Bitumen with all lead & lifts of mixed material excluding cost of primer/tack coat. (Compacted thickness) Using 40 -60 TPH hot mix plant and with Paver Finisher Hydrostatic with sensor control Grading-I with 5.20% Bitumen (50 mm compacted thickness) Using VG40 and as directed by the Engineer-in-charge of the work.

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.

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 fine aggregates 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 directed by the Engineer-in-charge of the work.

Painting Two Coats on New Concrete Surfaces:- Painting two coats after filling the surface with syntehtic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials, labour, loading, unloading, lead, lift, transporting etc,complete and directed by the Engineer-in-charge of the work.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83(Pt.-II) section IX and clause 2005 of MoSRT&H specifications complete including all accessories as per drawing and Technical Specifications and directed by the Engineer-in-charge of the work.

Approch Road:

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including all lead and lifts including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., Complete. By Mechanical means In area of Light Jungle and as directed by the Engineer-in-charge of the work.

Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials including all lead and lifts, stacking serviceable and unserviceable materials separately including all labour, hire charges of all machineries etc., Complete. By mechanical means Bitumionus Course and as directed by the Engineer-in-charge of the work.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits in layers not exceeding 250mm loose thickness, spreading, breaking clods, removal of roots and other organic material to the required line Grade and cross section including watering consolidation by vibrating road roller with desired field density not lessthen 95% of maximum dry density including all leads, lifts, loading, unloading, all labour, hire charges of all machineries etc., complete as per table 300-2 and as directed by the Engineer-in-charge of the work.

Construction of Subgrade and Earthen Shoulders Construction of subgrade 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 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 mortor grader, consolidation by vibratory and roller including all leads, all lifts, loading, unloading, all labour, hire charges of all machinery etc., complete and as directed by the Engineer-in-charge of the work.

Granular shoulder with Sub-base with Close Graded Material (Table:- 400-1 & 402-2) By Mix in Place Method Construction of granular sub-base by providing laying, spreading and compacting of close graded material,spreading in uniform layers with mortor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power 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, all lead and lift etc., complete (completed Thickness) Grading II and as directed by the Engineer-in-charge of the work.

Wet Mix Macadam Plant Mix Method:- Construction of Wet mix mecadum Providing, laying, spreading and compacting graded stone aggregates as per table400-12&13 , mixing in a wet mix plant of 75 tonne capacity at OMC, carried of mixed material to work site in tripper to paver laid over a previously prepared surface using Mechanical pavour finisher to the required grade,level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, costs of all material, labour, hire charges of machinery, lighting, gaurding, barricading, maintance of diversion road, loading and unloading, all lead and lift etc., complete with lead of mixed material (Compacted thickness) and as directed by the Engineer-in-charge of the work.

Prime coat:- Providing and applying primer coat with slow setting bitumen (SS-1) emulsion compying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including clearing of road surface by mechanical broom and dusting by air compressior and spraying using bitumen pressure distributor, uniformly at the rate of 0.80 kg/sqm as per Table 500-1. including cost of all materials, labour, hire charges of machinery, loading, unloading etc., complete, including lead for emulsion. On WMM/WBM surface @ 0.80Kg /Sqm and as directed by the Engineer-in-charge of the work.

Tack Coat:- Using Rapid setting Providing and applying track coat as per table 500-5 on prepared surface using Rapid setting Bitumnous (RS-1) emulsion complying with IS 8887 of approved quality and make including cleaning of road surface by mechanical broom and dusting by air compressior and spraying by bitumen pressure distributor including cost of all materials, labour, hire charges of all machinery, loading, unloading, stacking etc., complete, including lead for emulsion. On Granular surface treated with primer at 2.5Kg/10 Sqm and as directed by the Engineer-in-charge of the work.

Dense Graded Bituminous Macadam (Providing and laying Dense graded bituminous macadam using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler (cement) @ 2% by weight of aggregates, premixed with bituminous binder 30/40 grade (VG-40) in batch/ hot mix plant, loading of aggregates with F.E loader, transported to site in tipper to paver, laid over previously prepared surface with paver finisher to the required grade,level, alignment, rolling with smooth wheeled rollers 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clause 501.6 and 501.7 to achieve the desired compaction, in cluding cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete. including lead for bitumen and with a lead of mixed material, excluding cost of premier/ track coat. (Complete thickness) Using 40 -60 TPH hot mix plant and with Paver Finisher Hydro static Sensor Control, Using Cement as Filler Material @ 2% weight of aggregates. Grading 2 : 50 - 75 mm compacted thickness (26.50 mm nominal size) @ 4.50% Bitumen and as directed by the Engineer-in-charge of the work.

Providing and laying Bituminous concrete using crushed aggregates as per table 500-16,17 of specified graded aggregates and filler (Stone dust/cement) @ 2% by weight of aggregates, premixed with bituminious binder in batch/ hot mix plant, loading of aggregates with F.E loader, transported to site in tipper to paver, laid over previously prepared surface with paver finisher to the required grade,level, alignment, rolling with smooth wheeled rollers 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clause 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete including lead for bitumen and with a lead of mixed material, excluding cost of premier/ track coat. (Complete thickness) Using 40-60 TPH Hot mix plant and Paver Finisher Hydrostatic with sensor control .Using Cement as Filler Material @ 2% weight of aggregates. Grading 2 with 5.40% Bitumen (30 - 40 mm compacted thickness) (13.20 mm nominal size) Using 30/40 Grade (VG-40) Bitumen and as directed by the Engineer-in-charge of the work.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:- Providing the road surface using approved quality Thermo Plastic Material (homogeniously composed of aggregates, pigments, resigns and glass reflectorising beeds) conforming 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 beds at 250 gms/sqm allowing cooling to ambient pavement temparature, that shall produce an adherent pavement making of minimum thickness of 2.5mm including barricading for traffic diversion as per IRC: 35 cleaning the surface of dirt, dust and other foreign matter, demercation at site, barricading for traffic diversion, traffic control including cost of all material, labour, loading, unloading, lead, lift, transporting etc., complete and as directed by the Engineer-in-charge of the work.

Metal Beam Crash Barrier 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 complete including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete and as directed by the Engineer-in-charge of the work.

Excavation for Structure:- Earth work excavation for foundation structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilising the remaining earth locally for road work including all lead, lift, labour, spreading etc.,complete. Ordinary Soil, Mechanical Means using hydraulic excavator Depth upto 3m and as directed by the Engineer-in-charge of the work.

Providing and laying plain / reinforced cement concrete M15 (1:2:4) in open foundation using granite / trap / basalt aggregates and clean sieved approved fine aggregates including mixing mechanically in cement 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, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete (excluding cost of steel and fabrication charges) and as directed by the Engineer-in-charge of the work.

Providing and laying Plain/reinforced cement concrete M20 (1:1.5:3) in super structures for abutment /pier cap using granite / trap / basalt aggregates using 20 mmand down size and clean sieved approved fine aggregates including mixing mechanically in concret 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, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete (excluding cost of steel and fabrication charges) and as directed by the Engineer-in-charge of the work.

Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cms in depth, compacting deposited material by plate compactor/power rammer after duly watering to achieve the desired degree of compaction, including cost of materials, labour, hire charge of machineries transportation, all lead, lift, loading, unloading, etc.,complete Granular Material and as directed by the Engineer-in-charge of the work.

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, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm of length 2.85 Mtrs 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The item includes earthwork 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, lead, lift, transporting etc., complete. Supported on two numbers of class B GI pipe 80mm dia of length 3.50m, and as directed by the Engineer-in-charge of the work.

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, 2 mm thick firly fixed to the ground by means of properly design foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork 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, lead, lift, transporting etc., complete. Supported on a class 'B' GI pipe 80mm dia, 3.50 mtrs long - IV Sheeting. 90 cm equilateral triangle and as directed by the Engineer-in-charge of the work.

ROAD Studs with Lense Reflector Providing and fixing of road stud 100 x 100 mm, dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm 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, lead, lift, transporting etc., complete and as directed by the Engineer-in-charge of the work.