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| 1 | NS Item -Supply of Elastomeric Bearing |
| 2 | HSR Item 15.45-Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORTandH clause1600 |
| 3 | HSR Item 15.42-Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) MORTandH clause 1100(b)Lateral load test |
| 4 | HSR Item 15.42-Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORTandH clause 1100 (a) Initial and routine load test |
| 5 | HSR Item 15.30-Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as perDrawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORTandH clause 1100 and 1700 Pile diameter-1200 mm |
| 6 | HSR Item 15.1.2.1-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 as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m |
| 7 | HSR Item 15.44-Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap MORT&H clause 1100 & 1700 |
| 8 | HSR Item 15.1.2.2-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 as per clause 304 of MORTandH specifications Ordinary soil 2.2. Mechanical Means Depth 3 m to 6 m |
| 9 | HSR Item 15.43.4.2-Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification MORTandH clause 1100, 1500 and 1700 4.2. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump |
| 10 | HSR Item 27.12.1.2-RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump |
| 11 | HSR Item 27.15-Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing force.Complete as per drawing and MoRTandH Specifications 2706& 2200. |
| 12 | HSR Item 27.16.1-Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandHSpecification 710.1.4 of IRC: 78 and 2200. 1. Granularmaterial |
| 13 | HSR Item 27.17-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 firmcondition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. |
| 14 | HSR Item 27.12.2.2-RCC Grade M35 2.2. With Batching Plant, Transit Mixer and Concrete Pump |
| 15 | HSR Item 27.13-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing andMoRTandH Specifications 1600 & 2200. |
| 16 | HSR Item 27.34.1.2-Using Batching Plant,Transit Mixer and Concrete Pump. 1.2. For formwork and staging add thefollowing:For solid/voided slab super-structure, 18-28 per cent oflabour, material and machinery cost Height 5m to 10m |
| 17 | HSR Item 17.26.2-Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumenpressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications |
| 18 | HSR Item 34.49-Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plasteredconcrete surfaces |
| 19 | HSR Item 17.31.1-Bituminous Concrete with Batch type HMP 1. Bituminous Concrete 50 mm to 65 mm thickness (grading I)with 100-120 TPH batch type HMP Providing and laying 50mm - 65 mm bituminous concrete with 100-120 TPH batchtype hot mix plant producing an average output of 75 tonnesper hour using crushed aggregates of specified grading,premixed with bituminous binder VG - 30 @ 5.2% per cent ofmix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per technical clause 507 of MORT&H specifications as per MORTH specification Note-If bitumen required is more than 5.2% as per job mixformula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. |
| 20 | HSR Item 27.36.2-PSC Grade M-50 using Batching Plant, Transit Mixer and Concrete Pump 2. For formwork and staging add the following: For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55 per cent of cost of concrete Height 5m to 10m |
| 21 | HSR Item 27.38-Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing andMoRTandH specifications 1600. |
| 22 | HSR Item 27.44.1-Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 1. For fabrication |
| 23 | HSR Item 27.55-Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installedby the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer`sinstructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013). |
| 24 | HSR Item 27.39-High tensile steel wires/strands including all accessories for stressing, stressing operations and groutingcomplete as per drawing and MoRTandH Specifications 1800. |
| 25 | HSR Item 34.26-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot appliedthermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks andholes. |
| 26 | HSR Item 27.34.2.1-Using Batching Plant,Transit Mixer and Concrete Pump. 2.1. For formwork and staging add thefollowing: For T-beam & slab including launching of precast girders by launching truss up to 40 m span, 23-33 per cent of labour, material and machinery cost Height up to 5m |
| 27 | HSR Item 27.5-Plain/Re-inforced cement concrete in sub-structure complete as per drawing and MoRTandH specifications 1500,1700 and 2200. PCC Grade M15 (with concrete Mixer) Height up to 5m |
| 28 | HSR Item 27.34.1.1-Using Batching Plant,Transit Mixer and Concrete Pump. 1.1. For formwork and staging add thefollowing: For solid/voided slab super-structure, 18-28 per cent of labour, material and machinery cost Height up to 5m |
| 29 | HSR Item 27.12.1.2-RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump |
| 30 | HSR Item 27.12.2.2-RCC Grade M35 2.2. With Batching Plant, Transit Mixer and Concrete Pump |
| 31 | HSR Item 27.15-Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706& 2200. |
| 32 | HSR Item 15.1.2.1-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 as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m |
| 33 | HSR Item 27.13-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing andMoRTandH Specifications 1600 & 2200. |
| 34 | HSR Item 15.8.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500,1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15 |
| 35 | HSR Item 4.33-Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 36 | HSR Item 4.6-Extra for levelling and neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 37 | HSR Item 27.17-Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying therequirements 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 firmcondition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. |
| 38 | HSR Item 27.12.1.2-RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump |
| 39 | HSR Item 34.4.1-Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheetingas per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheetinghaving aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloyrivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide awarranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using retroreflective Sheeting Class C as per IRC 67 2012 |
| 40 | HSR Item 34.9.1-Informatory sign board 600x450 rectangular as per IRC 67- 2012 with retro reflective Sheeting as perASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide awarranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoorweathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 |
| 41 | HSR Item 34.33-Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surfaceby drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 Please Enable Macros to View BoQ information |
