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| 1 | .. |
| 2 | Pile diameter-1200 mmBored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORT&H clause 1100 & 1700 (HSR 15.30) |
| 3 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORT&H clause 1100. Initial load test(HSR 15.42 a) |
| 4 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORT&H clause 1100.Routine load test(HSR 15.42 a) |
| 5 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) MORT&H clause 1100.Lateral load test (HSR 15.42 b) |
| 6 | Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge. All kinds of soil (HSR 4.12.1 ) |
| 7 | Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap MORT&H clause 1100 & 1700. (HSR 15.44) |
| 8 | Cement Concrete for Reinforced Concrete in Pile Cap (RCC Grade M35) complete as per Drawing and Technical & Specification MORT&H clause 1100, 1500 & 1700. Using Batching Plant, Transit Mixer and Concrete Pump (HSR 15.43.4.2 ) |
| 9 | Supplying, Fitting and Placing TMT bars FE-500 EQR / FE-500 D grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600 (HSR 15.45) |
| 10 | PlainlReinforced cement concrete (RCC Grade M35) in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200.Height up to 5m With Batching Plant, Transit Mixer and Conerete Pump(HSR 27 .12.1.2) |
| 11 | Furnishing and Placing Reinforced/Prestressed cement concrete (PSC Grade M-40) in super- structure as per drawing and MoRT&H clause 1500, 1600 and 1700 of MORT&H Specification Using Batching Plant, Transit Mixer and Concrete PumpFor formwork and staging add the following: For solid/voided slab super-etructure, 18-28 per cent of labour, material and machinery costHeight 5m to 10m (HSR 27.34.1.2) |
| 12 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and MoRT&H Specifications. (HSR 27.21) |
| 13 | 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 MoRTH Specifications complete as per drawing and approved MoRT&H Specifications.(HSR 27.23) |
| 14 | Supplying, Fitting and Placing TMT bars FE-500 EQR / FE-500 D grade bar Reinforcement in Sub structure complete as per Drawing and Technical Specifications MORT&H clause 1600 & 2200. (HSR 27.13) |
| 15 | Providing and laying of Filter media with granular of materials/stone crushed aggregates satisfying and the requirements laid down in clause of MoRT H 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 MoRT&H Specification. (HSR 27.17) |
| 16 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications . (HSR 27.15) |
| 17 | Back tilling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification.Granular material(HSR 27.16.1 ) |
| 18 | Structural steel work in angel, tees and flats welded including cuttting fixing all gusset plates, bolts, nuts, welding road etc, with hosting and erecting in postionFor roof trusses, well kerbs, plates and trussed girder, etc of any span for building and bridges. (HSR 13.27) |
| 19 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied@ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/1 O sqm of approved brand and manufacture(HSR 11.97.3) |
| 20 | Furnishing and Placing Reinforced/Prestressed cement concrete (RCC Grade M35) in super- structure as per drawing and MoRT&H clause 1500, 1600 and 1700 of MORT&H Specification Using Batching Plant, Transit Mixer and Concrete PumpFor formwork and staging add the following: For solid/voided slab super-etructure, 18-28 per cent of labour, material and machinery costHeight 5m to 10m (HSR 27 .12.2.2 ) |
| 21 | Supplying, Fitting and Placing un-coated TMT bars FE-500 EQR / FE-500 D grade bar Reinforcement in Crash Barrier complete as per Drawing and Technical Specifications MORT&H clause 1600. (HSR 27.38 ) |
| 22 | 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 installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013).(HSR 27.55) |
| 23 | Tack CoatProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. (HSR 17.26.1 ) |
| 24 | Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG -30 @ 5.4% per cent of 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 complete as per technical clause 507 of per MORTH specifications (HSR 17.31.2) |
| 25 | Mastic AsphaltProviding and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 1DDC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) Note:- 1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata basis. 2.Where tack coat is required to be provided before laying mastic asphalt, the same isrequired to be measured and paid separately.3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design.4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design is required to be done for each case. (HSR 17 .37) |
| 26 | Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) (for fixing in position) (HSR 27.44.2 ) |
| 27 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 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. Note:- 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine (HSR 34.26) |
| 28 | PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H specification clause 2700(HSR 27.45) |
| 29 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704(HSR 27.46) |
| 30 | 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(HSR 34.49) |
| 31 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. (HSR 15.8.1) |
| 32 | Cement Concrete Blocks Providing and laying of apron with cement concrete blocks of size 0.5:x0.5:x0.5 m cast insitu and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000. (HSR 35.8) |
| 33 | Metal Beam Crash Barrier Type • A, \"W\" : Metal Beam Crash Barrier 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 f1Xed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (HSR 34.32.1 ) |
| 34 | Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.77) |
| 35 | Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm 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 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & 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 (HSR 34.4.1) |
| 36 | Mandatory sign board 900 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 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 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.6.1) |
| 37 | Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 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 dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 (HSR 34.11.1) |
| 38 | Flexible Median Marker Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retro reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile test as per IRC 79 :2019. (HSR 34.35) |
| 39 | Providing and installation of solar cat eye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light ou1put in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective polycarbonate/ methyl methecrylate lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cat eye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 5 mm. The body of the solar cat eye shall be resistant to dust and water ingress as per IP 65 standards.The marker shall support a load of 13635 Kg testedin accordance with ASTM D4280. (HSR 34.36) |
| 40 | Construction of Embankment with Material obtained from Borrow pits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications Note:- Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. (HSR 17.6)Towards Kirmach and Towards Bhudhera |
| 41 | Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications (HSR 17.13) Towards Bhudhera and Towards Kirmach |
| 42 | Providing and applying tack coat with using bitumen emulsion using emulsionpressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.1) Towards Bhudhera and Towards Kirmach |
| 43 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Materialwith water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 ofMORT&H specifications (HSR 17.24) |
| 44 | Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG -30 @ 5.4% per cent of 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 complete as per technical clause 507 of per MORTH specifications (HSR 17.31.2) Towards Bhudhera and Towards Kirmach |
| 45 | Dismantling Stone Masonry (a) dressed stone work, ashlar facestone work, marble work in lime (Old HSR 8.1 (a) |
| 46 | Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in cement (Old HSR 8.5 (b) |
| 47 | Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in lime (Old HSR 8.5 (a) |
| 48 | Dismantling Concretecement concrete plain 1:2: 4 mi (Old HSR 8.6 (d) |
| 49 | Old Useful bricks / brick bats |
| 50 | Old Steel in the shape of scrap |
