Ministry Of Road Transport And Highways Tender

Providing and constructing granite/trap/basalt rubble masonry in C.M. 1:3 using clean sieved approved sand mixed in concrete mixer for substructure complete as per drawing, in courses not less than 15 cms high, bond stones 2m apart in each course including cost of all materials, labour, scaffolding, curing, transportation, loading, unloading, lead, lift, with all other incidental charges etc complete as per technical specification and as directed by the Engineer in Charge of the work A. Random Rubble Masonry ( coursed) using stones hammer dressed on all sides and beds except face

Providing and Laying Reinforced cement concrete pipe /NP3 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, lead, lift, transporting with all other incidental charges etc complete .as per specification and as directed by the Engineer in charge of work (ii) Using NP-3. C) 1200 mm dia

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 250 mm 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 all lifts, loading, unloading, all labour, hire charges of all machineries with all other incidental charges etc complete Earth cutting is done by Dozer and pushed for filling in the embankment as per the specifications and direction of the Engineer-In-Charge of the work.

Constrution of Embankment with Material obtained from Borrowpits. Construction of embankement with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic 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 all lifts, including loading, unloading, all labour, hire charges of all machineries with all other incidental charges etc complete as per the specifications and direction of the Engineer-In-Charge of the work

Construction of Granular sub-base by providing, laying, spreading and compacting of Coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller 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, gurading, barricading, maintenance of diversion road, loading & unloading, all lead and lift with all other incidental charges etc complete to achieve minimum CBR value of 30% compacted thickness as per the specifications and direction of the Engineer-In-Charge of the 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 including all lead, lifts, all labour, hire charges of all machineries with all other incidental charges etc complete as per the specifications and direction of the Engineer-In-Charge of the work . (ii) Dismantling Brick /Tile work B) In cement mortar.

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour hire charges of machineries with all other incidental charges etc complete as per technical specification and as directed by the Engineer in Charge of the work ((i) Ordinary soil. B.Mechanical Means using Hydraulic excavator). (10.1) upto 3 Mtr Height

(10.2) Above 3 mtr Height

Providing & Filing in foundation trenches and at the back of abutments, wing walls & below pipe beds etc., in layers not exceeding 15 cm thick using approved quality coarse Sand including watering, compacting with plate compactor, cost of all materials, labour, lead, lifts, loading, unloading, stacking with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

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, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work i. Using Concrete Mixer B. PCC M15 using 40mm and downsize

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, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work i. Using Concrete Mixer B. PCC M20 using 40mm and downsize metal

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, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work i. Using Concrete Mixer E. RCC M25 using 20mm and downsize metal

Providing & laying PCC / RCC mix in substructure as per drawing using granite/trap/basalt aggregates of 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, lead, lifts, loading, unloading, curing, finishing the exposed faces with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work F. RCC M25 p. Height upto 5m i.Using concrete Mixer (15.1) (a) Upto 5 Mtr Height

(15.2 ) b).Above 5Mtr.Height

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, lead, lifts with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work C. RCC M 30 a. Using Concrete Mixer i. For solid slab super-structure p. Height upto 5m

Providing TMT 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 with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

Providing TMT bar reinforcement conforming to 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 with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

Providing TMT bar reinforcement conforming to IS1786 FE-500 Grade designation as per table 1000-3 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 incidental charges etc complete as per specification and as directed by the Engineer in charge of work

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, lead, lift, hire charges of machinery with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of 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 sand mechanically mixed, fabrication of reinforcements including cost of all materials, labour, steel, fabrication charges, formwork, curing, loading , unloading, lead, lift, with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

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 incidental charges etc complete as per specification and as directed by the Engineer in charge of work

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, lead and lifts with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm outer dia PVC pipe, at 2Kg / Sqm , fixing in position 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,lead, lift, loading, unloading with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of 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, lead, lifts with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of 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 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, lead, lift, loading, unloading with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of 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, lead, lift, loading, unloading with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work A. Granular material with all lead

Providing and applying Tack Coat as per Table 500-5 on prepared surface using Rapid Setting Bituminous Emulsion (RS1) complying with IS 8887 of approved quality and make including cleaning of road surface by Mechanical Broom & 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 incidental charges etc complete as per specification and as directed by the Engineer in charge of work (On Concrete surface) ii. Using 80/100 grade Bitumen (VG-10) D. On Cement Concrete surface at 3.0 Kg/10 Sqm

Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with minimum bituminous binder VG 30 Grade Paving Bitumen (as Per Clause 504.2.1) complying with IS 73 in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Mechanical Paver 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 with all other incidental charges etc complete as per the specifications and direction of the Engineer-In-Charge of the work . Using 40-60 TPH Hot mix plant, Grading 2 with 5.4% Bitumen 30 mm compacted thickness) Using 60/70 Grade Bitumen.

Providing and laying 12 mm thick Mastic Asphalt wearing course on top of deck slab excluding tack coat with paving 10-20 grade bitumen at 15.5% meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface with mechanical broom, air compressor including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surface is not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 including cost of materials, labour, hire charge of all machineries,, transportation, loading, unloading, lead, lifts with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

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 incidental charges etc complete as per specification and as directed by the Engineer in charge of work

Providing and laying Flooring laid over cement concrete bedding of 100mm thickness complete as per drawing, including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work A. Rubble stone laid in cement mortar 1:3

Providing and laying Filter material underneath pitching in slopes complete as per drawing, including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

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, lead, lift, transporting with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work A. Stone/Boulder

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres including all labour, hire charges of all machineries with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface 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, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift, transportation with all other incidental charges etc complete as per the specifications and direction of the Engineer-In-Charge of the work (250mm Compacted Thickness) A.By using Mechanical Paver

Providing and applying primer coat with slow setting bitumen emulsion (SS1) 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 of 0.80 kg/sqm as per Table 500-3, including cost of all materials, labour, hire charges of machinery, loading, unloading with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work

Providing and applying Tack Coat as per Table 500-5 on prepared surface using Rapid Setting Bituminous Emulsion (RS1) complying with IS 8887 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, etc complete as per specification and as directed by the Engineer in charge of work (On Granular Surface) ii. Using 80/100 grade Bitumen (VG-10) D. On gran

Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 Grade (VG-30)in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Mechanical Paver Finisher grade paving bitumen as per clause 504.2.1 complying with IS 73 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, transportation, labour, hire charges of machinery, with all lead, lifts, loading, unloading, stacking, transporting with all other incidental charges etc complete as per specification and as directed by the Engineer in charge of work Using 40-60 TPH hot mix plant, 50 mm compacted thickness (Grading 2) with 4.50% Bitumen

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, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long, 100mm X 100mm Reflective stickers on vertical posts including cost of all materials, labour, loading, unloading, lead, lift, Stacking, transporting with all other incidental charges etc complete as per the specifications and direction of the Engineer-In-Charge of the work .

Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising 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 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm 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, lead, lift, transporting etc., complete.including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc complete as per technical specification and as directed by the Engineer in Charge of the work

Providing and fixing Project Display Board of size 1.80 vertical x 1.60 mtrs. Horizontal made of cold rolled coil 16 Guage (1.6mm thickness) sheeting strenghtened 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 framworks, 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 x 45x 60cm, 60cm below ground level and the board 2.8m from ground level as per approved drawing with all other incidental charges etc complete as per the specifications and direction of the Engineer-In-Charge of the work .

Providing and fixing of Reflective Raised Pavement marker (RPM’s) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total internal reflection, the prismatic lens should be electronically fixed (welded) to body made of polycarbonate mould, with a height of 20mm size of 130mm X 105mm and reflecting area of 13 Sq Cm with the slope of retro reflective surface within the limit of 35 + / - 5 degree to the base on either side. The marker shall display an initial minimum luminous intensity of 279 mcd / lux at an entrance angle of zero degree and observation angle of 0.20degree. The corresponding values for 20 degree entrance and 0.2degree observation angle shall be 112 mcd / lux with colour multiplying factor on either cases for white, yellow and red markers being 1.00, 0.60 and 0.25 respectively. The RPM’s should be fixed by using two numbers of polymer shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be produced at the time of billing. The RPM should be got approved by the Engineer in charge of work by fixing at site. The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, Transportation charges, all taxes cost and conveyance of all materials, labour, hire charges of machinery, with all other incidental charges etc complete as per the specifications and direction of the Engineer-In-Charge of the work .

Providing and fixing R.C.C Cross barrier at the Edge of the road approval to Bridge Structure and medians constructed with M 20 grade concrete with TMT steel of Grade FE-500 reinforcement conforming to IRC:21, dowel bars 25mm dia 450mm 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-33022/194-DO III dated: 24th June 1994 as per dimension 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, lead, lift, transporting with all other incidental charges etc complete as per the specifications and direction of the Engineer-In-Charge of the work .