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| 1 | BRIDGE PART |
| 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. Ordinary soil.Depth upto 3 M |
| 3 | Depth upto 3 M |
| 4 | Depth Between 3M to 6M |
| 5 | Excavation for structures in ordinary Rock not requiring blasting (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 bockfilling with approved material) Mechanical means |
| 6 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 7 | PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) |
| 8 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M10)Annular Filling |
| 9 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specificationPCC Grade M15 using batching plant & Concrete pump |
| 10 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using batching plant,transit mixer & Concrete pump) |
| 11 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC Grade M25 using batching plant, transit mixer & concrete pump) Height Upto5m |
| 12 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawingface. Complete as per drawing and technical specification. |
| 13 | Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC T-Beam & Slab (Height between 5m to 10m) |
| 14 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 15 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 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. |
| 16 | Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification. |
| 17 | Providing drainage spout complete as per drawing and technical specification |
| 18 | Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. |
| 19 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 20 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 21 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 22 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 23 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 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 heightcompacted to a firm condition complete as per drwaing and technical specification. |
| 24 | 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. (Stone / Boulder ) |
| 25 | APPROACH ROAD |
| 26 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approvd material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 27 | Construction of Embankment with Material Deposited from Roadway Cutting. 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.Rate per cum after adding royalty @Rs 27.48/cum |
| 28 | Construction of embankment with approved materials obtained from Borrow Pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading, to required slope and compacting to meet requirement of table 300-2. |
| 29 | CompactingOriginal ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. |
| 30 | Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarsegraded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)for Grading - I Material |
| 31 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate 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 with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 32 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion 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. |
| 33 | Tack Coat on Bituminous surfaces Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 34 | Open-Graded Premix Surfacing Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades. |
| 35 | Seal Coat Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade. Case-II : Type B |
| 36 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) |
| 37 | GUARD WALL |
| 38 | 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. |
| 39 | Sand filling in foundation trenches as per Drawing andTechnical specification |
| 40 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 ) PCC Grade M15 using batching plant & Concrete pump |
| 41 | Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.Random Rubble masonry (coursed/uncoursed) |
| 42 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry (Coursed/uncoursed) |
| 43 | Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification. |
| 44 | Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications |
| 45 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 )For Coping PCC Grade M20 using batching plant, transit mixer & concrete pump |
| 46 | RETAINING WALL |
| 47 | 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. |
| 48 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 using batching plant & Concrete pump |
| 49 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, RCC Grade M25 using batching plant,transit mixer & Concrete pump |
| 50 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications RCC Grade M25 using batching plant, transit mixer & concrete pump |
| 51 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 52 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 53 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. 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 Technical Specification. |
| 54 | Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification. |
| 55 | Carriage of Materials |
| 56 | Sand |
| 57 | Cement |
| 58 | Boulder |
| 59 | Aggregate |
| 60 | Steel |
| 61 | Bitumen |
| 62 | Bitumen Emulsion |
| 63 | GST - 18% on (A) |
| 64 | Labour Cess 1% on (B) |
