Construction of Bridge Between Kanakapura Town Malagalu Road

Amount

Diversion of water course by providing coffer dams or bunds or islands as may be nacessary for piers and abutments foundations, bailing out or pumping water during excavation with all lead and lift labour charges , hure charges of all machinery and with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. with all level and depth

Bridge No 1 (Malagalu)

Earthwork excavation for foundation structures as per drawing and technical specfication, 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 with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. In Ordinary Soil by Mechanical means using Hydraulic Excavator ( in all Depth )

Bridge No 1 (Malagalu) Depth upto 3.00 m

Depth upto 3.00 m to 6.00 m

Bridge No 2 (Devagula Mata) Depth upto 3.00 m

Depth upto 3.00 m to 6.00 m

Earthwork excavation for foundation structures as per drawing and technical specfication, 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 with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. In Ordinary Rock Not requiring blasting by Mechanical means using hydraulic excavator in all depth

Bridge No 1 (Malagalu)

Earthwork excavation for foundation structures as per drawing and technical specfication, 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 with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. In Hard Rock(blasting Prohibited) Mechanical means using Air Compressor

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing and fixing 3m long 25mm dia TMT dowel bars 1.5m inserted in 50mm dia holes drilled in hard rock and grouting in CM 1:1 including necessary bending, hooking, cutting and handling charges with all lead and lift loading, unloading, hire charges of machinery, labour including the cost of steel. and all other incidentental charges., complete as per the direction of the Engineer-In-Charge for successful completion of work. Below LWL in open foundation

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing & 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 layer as per Drawing including cost of all materials, formwork, centring, vibrating, compacting, hire charges of machinery, transporting, stacking,curing, finishing the exposed faces etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. PCC M15 using 40mm and down size ( As per design mix)

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing & laying Plain / Reinforced Cement Concrete in Open foundation using granite/trap/basalt aggregates of using 20mm and down size metal and clean sieved approved sand including mixing mechanically in concrete mixer laid in layers not exceeding 15cms thick as per Drawing including cost of all materials, formwork, centring, vibrating, compacting, hire charges of machinery, transporting, stacking,curing, finishing the exposed faces with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. RCC M30 using 20mm and down size ( As per design mix)

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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, lift, loading, unloading, curing, finishing the exposed faces with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. RCC M30 using 20mm and down size Height upto 5 m( As per design mix)

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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, lift, loading, unloading, curing, finishing the exposed faces with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. RCC M30 using 20mm and down size ( As per design mix)

Bridge No 1 (Malagalu)

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, lift, loading, unloading, curing, finishing the exposed faces with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. RCC M30 using 20mm and down size Height upto 5 m using concrete mixer ( As per design mix)

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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, lift, loading, unloading, curing, finishing the exposed faces with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. RCC M30 using 20mm and down size Height upto 5 to 10 m using concrete mixer ( As per design mix)

Bridge No 1 (Malagalu)

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,including all lead, lifts, labour with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. RCC/PSC M35 using 20mm and down size Height upto 5m to 10m using concrete mix ( As per design mix) - for box gurder

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing and laying 25 mm thick mastic asphalt wearing course excluding tack coat with VG 40 (10/20 Bitumin Grade) Grade at 15.5% bitumen meeting the requirements given in table 500-29 coarse aggregate, fine aggregate and lime stone dust has filler, prepared by using mastic cooker and laid to required level and slope after cleaning the surface with Mechanical broom & dusting with Air compresor, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum/10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 100 Degrees, protruding 1 mm to 4 mm over mastic surface, including cost of all materials, labour, hire charges of machinery, lead with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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, with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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 the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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,with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Construction of Precast RCC Railing of M30 Grade, using granite / trap / basalt aggregates of size not exceeding 12 mm 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 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing No. SD - 202 including cost of all materials, labour, form work, cost of steel and fabrication charges, casting, handling, transporting, loading, unloading, lead, lifts, with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work. RCC M30 Height upto 5m using concrete mixer (as per Design mix)

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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 HYSD 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, lead, liftwith all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

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 with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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 .Granular material with all lead upto and with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. With Sandy material

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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 etc., with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

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.,complete as per the direction of the Engineer-In-Charge for successful completion of work.( As per design mix)

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm including cost and conveyance of all materials, labour and fabrication cost and machinery inputs for various processing operations for mild steel members, weldingof anchor strips to anchor plates etc., complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installation. with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing & fixing 2 mm thick corrugated copper plate in expansion joint including cost & conveyance of all materials, labour, fixing in position, etc.,complete as per drawing with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant including cost & conveyance of all materials, labour, fixing in position, loading, unloading, lead,lift, hire charges of machinery with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing and filling joint sealing compound as per drawings with coarse sand and 6 per cent bitumen by weight (0.083 Kg/m Bitumen) including cost and conveyance of all materials, labour, lead and lifts with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing and laying pitching in slopes 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 etc., with all other incidental charges.,complete as per the direction of the Engineer-In-Charge for successful completion of work. Stone/Boulder

Bridge No 1 (Malagalu)

Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoSRT&H Specifications complete as per drawing and with all other incidental charges etc, complete.and as per the direction of the Engineer-In-Charge for successful completion of work

Bridge No 1 (Malagalu)

Bridge No 2 (Devagula Mata)

Providing and 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 clean seived approved sand cement mortar 1:2, including curing cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. Using NP-4, 1200 mm dia.

Bridge No 1 (Malagalu)

Scarifying the Existing Granular road Surface such as WBM, WMM to a depth of 50 mm without disturbing the base and disposal of scarified material with all lifts and lead including all labour, hire charges of all machineries with all other incidental charges etc, complete.and as per the direction of the Engineer-In-Charge for successful completion of work

Bridge No 1 (Malagalu)

Loosening and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embamkment construction 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, consolidation by vibratory road roller with desired field density not less than 97% of maximum dry density ,with all other incidental charges etc, complete.and as per the direction of the Engineer-In-Charge for successful completion of work. Casse II compacting original ground supporting embankmrnt

Bridge No 1 (Malagalu)

Construction of embankment 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 with a lead , lifts, including loading, unloading, all labour, hire charges of all machineries with all other incidental charges etc,as per table 300-2 and as per the direction of the Engineer-In-Charge for successful completion of work

Bridge No 1 (Malagalu)

Construction of Granular sub-base by providing laying, spreading and compacting of close graded Material ( Table -400-1) , mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform 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 including cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road loading & unloading, all lead and lift with lead of mixed material and all other incidental charges to achieve minimum CBR value of 30%, (Compacted Thickness) etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.Using Grading-III Mix in place method ( As per job mix)

Bridge No 1 (Malagalu)

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 , 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 with lead of mixed material all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. (Compacted Thickness) A. By using Mechanical Paver finisher ( As per job mix)

Bridge No 1 (Malagalu)

Providing and applying primer coat with slow setting bitumen emulsion (SSI) 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, lead, loading, unloading and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Using 80/100 grade Bitumen (VG-10) : Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade Paving Bitumen(80/100 grade Bitumen) complying with IS 73 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, lead, loading, unloading stacking, with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work.On granular base such as WBM & WMM surfaces treated with primer/over B.T. surface (dry & hungry) at min 2.5kg/10sqm

Bridge No 1 (Malagalu)

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 minimum bituminous binder VG-30 Grade Paving Bitumen(as per clause 504.2.1) complyimg 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 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 with lead of mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work . Using 80-100 TPH Batch Type HMP. (Grading-2) with 4.50% Bitumen.(Compacted thickness-50 mm). Note Protection of DGBM layer is as per clause 504.5 of MORT&H specification for Roads and bridges 5th revision ( As per job Mix)

Bridge No 1 (Malagalu)

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(60/70 Grade) as per clause 504.2.1) complying with IS 73/IS15462(IRS SP53) 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 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 a lead of mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness-30mm). Using 40-60 TPH HMP, Grading-2 with 5.4% Bitumen Using VG-30 grade Paving Bitumen (60/70 grade) ( As per job Mix)

Bridge No 1 (Malagalu)

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 including cost all materials, labour, hire charges of machenery, lead, lift, loading, unloading, curing backfilling, transporting etc., complete.complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

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 complete including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.

Bridge No 1 (Malagalu)

Bidder Name

Civil Technologies Infrastructure Pvt. Ltd