Construction of ROB in lieu of LC No 51 Bengalure Mysore Railway Lane near Byrapatna of SH road connecting BM road at Byrapatna via Devarahalli in Channapatna Taluk Ramanagara District

Amount

Dismantling of flexible pavements and disposal of dismantled materials, stacking serviceable and unserviceable materials separately. including all labour, usage charges of all machinery etc., complete. (Dismantled material to be transported mechanically) including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (ii) A Bituminous courses - By Mechanical Means

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 and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (ii)B By Mechanical Means" Prestressed / Reinforced cement concrete grade M-20 and above"

Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Construction of embankment with approved material obtained from borrow pits laid 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 roller to the desired field density not less than 95% of maximum dry density all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work complete as per table 300-2.

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.laid 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, grading by motor grader and consolidation by roller with desired field density not less than 95% of maximum dry density with all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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 all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (New road formation)

Construction of Median and Island with Soil Taken from Borrow Areas. Construction of Median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408, all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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,all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A (ii) Grading-II Material (Close graded)

Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A Laying Using Mechanical Paver

Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work -Prime Coat over WMM/WBM

Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-(ii) b Tack Coat on Granular surfaces treated with primer

Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. (i) a Tack Coat on Bituminous surfaces

Dense Graded Bituminous Macadam - Grading -II : Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work - 50-75 mm compacted thickness.

Bituminous Concrete - Grading -II : Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler at 2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work - 30-40 mm compacted thickness.

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, spreading usage charges of all machinerirs etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (i) B Ordinary soil - Mechanical Means (Depth upto 3 m)

Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A - Case I PCC Grade M15 using batching plant transit mixer & Concrete pump

Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work D - Case I PCC Grade M25 using batching plant transit mixer & Concrete pump

Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., with all other incidental charges etc., complete and 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 foce, 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. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 as per drawing, form work, curing including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

PCC M15 for Kerb base

PCC M20 for Kerb Cast in Situ

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

2 Ordinary kilometer stone (precast)

3 200 metre stone (precast)

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 x 25 x 3mm 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 x 45 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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

A - (iv) 60 cm equilateral triangle

A - (viii) 60 cm circular

A - (xii) 60 cm x 45 cm rectangular

Direction and Place Identification Signs upto 0.9 sqm Size Board. : 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 curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- 2.5mm Thick

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

Solar Powered Road Marker ( Solar Stud) : 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 all labour, lead, lifts, loading, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Rumble Strips: Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Wrought Iron and Mild Steel Welded Work : Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.

Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Fabricating, supplying and erection of LED Street Lighting of 9 Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for 9 Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom 155mm, top 70mm with 3mm thick, suitable base plate and 4Nos of.....long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended , 2.0m overhang on both sides in the median, fitted with 200W LED light. complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Fabricating, supplying and erection of LED Street Lighting of 9 Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for 9 Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom 155mm, top 70mm with 3mm thick, suitable base plate and 4Nos of.....long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended , 2.0m overhang on one side in the median, fitted with 200W LED light complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work I-A-(i) Ordinary soil - Manual Means - Depth upto 3 m

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A p PCC Grade M15 using batching plant & Concrete pump - Height upto 5m

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, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work H - Case I RCC Grade M35 using batching plant transit mixer & Concrete pump

RCC Grade M35 using batching plant transit mixer & Concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work H p Height upto 5m

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work C (i) (p) RCC Grade M30 - Using batching plant, transit mixer and concrete pump - For solid slab super-structure-Height upto 5m

Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in sub-structure including cost of all 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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in sub-structure including cost of all 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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including formwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all other incidental charges etc., complete and 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 5 mm, 330 mm long complete as per clause 811, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work 1 Type - A, "W" : Metal Beam Crash Barrier

Providing and laying of Filter media 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, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting,, etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal : Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, with all lifts and lead including all labour, usage charges of all machinery etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Reinforced Earth Structures : Reinforced earth Structures have four main components as under: a)Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b)Facia material and its placement. c)Assembling, joining with facing elements and laying of the reinforcing elements. d)Earth fill with granular material which is to be retained by the wall. considering average height of wall 8m -with all lifts and lead including all labour, usage charges of all machinery etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (i) B With reinforcing elements of synthetic geogrids (Considering 1 Sqm of Facia Panel Requires 5 Sqm of Synthetic Geogrid)

Reinforced Earth Structures : Reinforced earth Structures have four main components as under: a)Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b)Facia material and its placement. c)Assembling, joining with facing elements and laying of the reinforcing elements. d)Earth fill with granular material which is to be retained by the wall. considering average height of wall 8m with all lifts and lead including all labour, usage charges of all machinery etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (ii) Facing elements of RCC-M35 Grade

Reinforced Cement Concrete Crash Barrier with friction Slab : Provision of reinforced cement concrete crash barrier with friction slab of RCC M40 & with PCC M 15 grade below friction slab at the approaches to bridge srtructures, constrcuted with M40 grade Cement Concrete with TMT reinforcement confirming to IRC 112 and as per dimension in the approverd drawing and at location directed by the Engineer, all as specified (area 0.185 sqm/mtr) below friction slab ( area 1.032 sqm /mtr) Crash barrier with friction slab, including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete,

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces, etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A p PCC Grade M15 using batching plant & Concrete pump - Height upto 5m

Providing and laying of Filter media 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 materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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 and as per the direction of the Engineer-In-Charge for successful completion of work I - B (i) Ordinary soil - Mechanical Means (Depth upto 3 m)

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., all lead, lifts, loading, unloading transporting etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A - Case I PCC Grade M15 using batching plant & Concrete pump,

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 all lead, lifts, loading, unloading transporting etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work H - Case I RCC Grade M35 using batching plant transit mixer & 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., all lead, lifts, loading, unloading transporting etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work C RCC Grade M30 using batching plant transit mixer & 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., all lead, lifts, loading, unloading transporting etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work D RCC Grade M35 using batching plant transit mixer & Concrete pump

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in Foundation, including cost of all 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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Providing and laying of Filter media 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., with all other incidental charges etc., complete and 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.,with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work Case I PCC Grade M15 using batching plant & Concrete pump

Reinforced cement concrete M30 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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including formwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Filler joint : (i) Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Filler joint : (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Filler joint : (iii) 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 complete as per drawing and technical specifications, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Filler joint : (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Crash Barriers : Provision of an Reinforced cement concrete M-40 grade crash barrier at the bridge deck & approaches to bridge structures, constructed with reinforced cement concrete with TMT Fe 500 grade reinforcement conforming to MoRT&H specification and as per details given in IRC-5 including dowell bars, expansion joints filled with premoulded asphalt filler board etc., and approved drawing and at locations directed by the engineer, all as specified, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A Crash Barriers for bridge (height 950 mm) as per details given IRC-5 (Fig-2) (area 0.254 Sqm for 1 meter length) using M40 grade concrete.

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

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

Painting on concrete surface : Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of durt, dust, oil grease, efflorescence and applying paint @ the rate of 1 litre for 2 sqm. including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work Boulder Laid Dry Without Wire Crates.

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 and Technical specifications, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A Stone/Boulder

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc.,with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work I - B (i) Ordinary soil - Mechanical Means (Depth upto 3 m)

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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work II - B Ordinary Rock (not requiring blasting) - Mechanical Means

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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A - Case I PCC Grade M15 using batching plant & Concrete pump,

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.,with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work H - Case I RCC Grade M35 using batching plant transit mixer & 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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work C RCC Grade M30 using batching plant transit mixer & 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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work D RCC Grade M35 using batching plant transit mixer & Concrete pump

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in Foundation, including cost of all 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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including formwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., with all other incidental charges etc., complete and 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., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A Granular material

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

Casting and installation of single/twin RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by “Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineerin-Charge. Note: 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track

First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1540

Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period. all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period. all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- Beyond 1 Km

Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor‟s Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item. RH /Temporary girder of length varying from 12.2m to 16.3m using road crane capacity of 50 MT

Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. Note: If earth is to be brought by contractor from outside, the same will be paid separately. RH /Temporary girder of length varying from 12.2m to 16.3m using road crane capacity of 50 MT

Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks etc.for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work

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 with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work I-B-(i) Ordinary soil - Mechanical Means - Depth upto 3 m

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 with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work I-B-(ii) Ordinary soil - Mechanical Means - Depth 3 m to 6 m

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, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete. complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work A - Case I PCC Grade M15 using batching plant & Concrete pump

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, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work H - Case I RCC Grade M35 using batching plant transit mixer & Concrete pump

RCC Grade M35 using batching plant transit mixer & Concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work H p Height upto 5m

RCC Grade M35 using batching plant transit mixer & Concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work H q Height 5m to 10m

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work E (i) (p) RCC /PSC Grade M40 - Using batching plant, transit mixer and concrete pump - For solid/voided slab super-structure-Height upto 5m

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification : Case I PCC grade M15 using batching plant & concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Reinforced cement concrete approach slab including formwork, vibrating, compacting, cost of all labour, materials, usage charges of machinery, including reinforcement, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in sub-structure including cost of all 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 with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in super-structure including cost of all 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., c complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Structure Steel : Providing structural steel for super-structure including straightening, cutting, placing in position to line, grade, level, lapping welding/ riveting/ fitting with nuts and bolts, fabrication charges wherever required cost of all labour, materials, usage charges of machinery, with all lead, lifts, loading, unloading, stacking neatly, transporting etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Crash Barriers : Provision of an Reinforced cement concrete M-40 grade crash barrier at the bridge deck & approaches to bridge structures, constructed with reinforced cement concrete with TMT Fe 500 grade reinforcement conforming to MoRT&H specification and as per details given in IRC-5 including dowell bars, expansion joints filled with premoulded asphalt filler board etc., and approved drawing and at locations directed by the engineer, all as specified, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work A Crash Barriers for bridge (height 950 mm) as per details given IRC-5 (Fig-2) (area 0.254 Sqm for 1 meter length) using M40 grade concrete.

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

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

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including formwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Strip Seal Expansion Joint : Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete including cost of all materials all labour, material, usage charges of machinery, lead, lifts, loading, unloading transporting, to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation, etc., all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by 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-1&II respectively and other parts confirming to BS:5400, section 9.1 &9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specifications. Considering a Pot bearing assembly of 250 tonne capacity for this analysis, all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Construction of RCC railing of M30 Grade in-situ : Construction of precast RCC railing of M30 Grade, in situ with 20mm nominal size aggregate, 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, including formwork, centering, vibrating, compacting, cost of all steel and fabrication charges, casting handling all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete with all incidental charges complete and as per the direction of the Engineer-In-Charge for successful completion of work

Bus Shelter including formwork, centering, vibrating, compacting, cost of all steel and fabrication charges, casting handling all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation fixing in position etc., complete as per approved drawings and technical specifications.

Bidder Name

Sri maruthi Constructions Private Limited