Ministry Of Road Transport And Highways Tender

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm 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., speading, grading by motor grador. consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) including cost of all materials, labour, loading, unloading, lead, lift, transporting ,Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Granular Sub base with close/ Coarse graded material (Table: 400-1) Plant Mix Method Construction of granular sub-base by providing close graded Material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, with lead of mixed material up to I Km, (Compacted thickness) A (v) grading V material including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting ,Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Construction of Dry lean Cement Cum Concrete Sub- base over a prepared sub- grade with coarse and fine aggregate as per table 600-1 conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing to the required grade, level and alignment finishing neatly, curing including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading. unloading stacking, transporting etc., complete, with a lead of mixed material . (Compacted thickness) including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement at 400 kg/Cum, coarse and fine aggregate conforming to IS 383, coarse aggregate as per table 600- 3, 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 with electronic sensor 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 and alignment, as per drawing, chairs to dowel bars, textured with texturing machine finishing and curing _including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading. unloading stacking transporting etc., complete, with a lead of mixed material upto 1 Km, (Compacted thickness) including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment, including all labour, load unload, usage charges of all machineris ect. Mechanical Means including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

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 including all labour, load, unload, usage charges of all machinery etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Lime/cement concrete Mechanical Means- cement concrete grade M15 and M20

Dismantling of stone masonry Mechanical Means-Dismantling brick/tile work/ rubble masonry/ pitching etc

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete I-B-(i) ordinary soil- mechanical means- depth upto 3m including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., complete with a lead of concrete mix up (excluding cost steel & fabrication charges), including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

PCC Grade M15 A -Case 1 PCC grade M15 using batching plant and concrete pump

RCC grade M25 E-case 1 RCC grade M25 using batching plant , transit mixer and concrete pump

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts loading, unloading, transportation stacking charges, finished exposed faces etc., complete with a lead of concrete mix up (excluding cost steel & fabrication charges)B. RCC grade M25 using batching plant transit mixer and concrete pump , including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Supplying, fitting and placing TMT Mt Fe 500 grade bar reinforcement in Foundation, including cost ofall labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) with all lead, lifts, loading, unloading, transporting,, stacking neatly, etc., complete, as per drawing & Technical specifications including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, including formwork, centering, vibrating, compating, cost of all labour materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete Case 1 PCC grade M15 using batching plant and concrete pump, including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Reinforced cement concrete M30 Cum Grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification, including formwork, centering, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading unloading, transportation stacking finishing the exposed faces, etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment wing wall/ return wall with -100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing face, including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, . loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications

Drainage Spouts complete as per drawing and Technical specification including cost of all labour, material usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete, , including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, . loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, including cost of all materials, compacted with plate compactor, all labour, material, usage charges of machinery, lead, lifts, loading. unloading, transporting, etc., complete A.Granular material, including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing and laying of Filter media Cum 2 with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications 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 complete as per drawing and Technical Specification including cost of all labour, materials, compacted with plate compactor, usage charges of machinery, lead. lifts, loading, unloading, transporting,, stacking, etc., complete

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 including all labour, load, unload, usage charges of all machinery etc., complete including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Dismantling of stone masonry III A. Mechanical Means-Dismantling brick/tile work/ rubble masonry/ pitching etc

IX. Removing al types of hume pipes C. above 900mm

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete I-B-(i) ordinary soil- mechanical means- depth upto 3m including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts loading, unloading transporting etc., complete including cost of all labour, materials, compacted with plate compactor, usage charges of machinery, lead. lifts, loading, unloading, transporting,, stacking, etc., complete

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, vibrating compacting, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking curing finished exposed faces etc., complete with a lead of concrete mix up (excluding cost steel & fabrication charges) C Case 1- RCC grade M20 using batching plant transit mixer and concrete pump, including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Providing & laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row, including fixing collar with cement mortar 1:2, but excluding excavation, protection works, backfilling, concrte and masonry works in headwall and parapetes, including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete, C-1500mm dia ., including cost of all labour, materials, compacted with plate compactor, usage charges of machinery, lead. lifts, loading, unloading, transporting,, stacking, etc., complete as per the direction of the engineer in charge for successful completion of work

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, including cost of all materials, compacted with plate compactor, all labour, material, usage charges of machinery, lead, lifts, loading. unloading, transporting, etc., complete. A. Granular material., including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete, as per the direction of the engineer in charge for successful completion of work

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffic control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. 2.5mm thick

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25\times25\times3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45~cm\times45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.as per the direction of the engineer in charge for successful completion of work A-(ii) 90 cm circularl triangle

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 or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Project Display Board of size 1.80x1.60M and 2.8M from ground level. Providing and erecting Project Display Board of size 1.80 verticalx1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm iron framework 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 frameworks, 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 75 mm x 75 mm x 6 mm, 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 and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering) including cost of all materials, labour, loading, unloading, lead, lift, transporting , Formwork,curing, complete as per the direction of the engineer in charge for successful completion of work

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per the direction of the engineer in charge for successful completion of work

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete. 2. Ordinary kilometer stone (precast) as per the direction of the engineer in charge for successful completion of work

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 5mm , 330mm long complete as per clause 811, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per the direction of the engineer in charge for successful completion of work 1.Type-A W metal beam crash barrier

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, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per the direction of the engineer in charge for successful completion of work

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per the direction of the engineer in charge for successful completion of work

Providing and laying of a reinforced pipe duct, 600 mm cement concrete dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert. level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings including cost of all materials all labour, lcad, lifts, loading, unloading transporting etc, complete as per the direction of the engineer in charge for successful completion of work 1. Single row for one utility service