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| 1 | Demolishing RCC work by mechanical means and stockpiling at designated locations and disposal of dismantled materials upto a lead of 1 km stacking serviceable and unservicable material separately . (Slabs, Raft etc) |
| 2 | Demolishing brick work manually/ by mechanical means ic stacking of serviceable material within 50 m in cement mortar Supports |
| 3 | Clearing the Site including cutting down of trees having girth less then 30cm before commencement of work and dewatering etc. |
| 4 | Marking Out the Centre Line of the Bridge and complete lining out and levelling with total station levels including constructing necessary PCC pillars for benchmarks etc. complete as directed. |
| 5 | Earth work in bulk excavation by mechanical means overe areas exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm in plan and disposal of excavated earth lead upto 50 m,an lift upto 1.50m as directed by Ein C |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : |
| 7 | Providing plain cement concrete Grade-M15 in mudmat 150mm thick below open foundation including levelling / compaction of ground before laying of concrete and carriage of all materials involved upto site of work with loading, unloading and stacking complete. |
| 8 | Providing & Casting in situ controlled Cement Concrete for RCC Work in substructure M-35 Grade excluding formwork but including vibrating, curing and finishing as per Drawing & MORTH technical specifications. |
| 9 | Providing and fixing in position TMT deformed bars reinforcement complete as per drawing and MORTH Technical Specifications. (Grade Fe-500 or Fe500D) |
| 10 | Providing and fixing of necessary form work/shuttering of steel plates/kitply including propping and circular shuttering and including removal of the same complete. |
| 11 | Providing and laying 600mm Thick Filter layer behind Abutments and Retaining walls as per drawings, complete as per MORTh technical specification. |
| 12 | Providing 100mm Dia. Weep Holes with slope 1 v to 20 h towards the drainage face As per MoRT&H technical specification section 2706. |
| 13 | Granular Back Filling Behind Abutment, Wing Wall and Return Wall complete as per drawing and Technical Specification |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 15 | (Superstructure ) Providing and fixing in position POT PTFE Bearing as per Drawings and MORTH Technical Specifications |
| 16 | Structural steel for Truss girder bridge super structure including railing, bracing, shear connector, fabrication, supply, erection/launching etc. with necessary bolting/riveting/welding painting etc.All complete as per drawing & Technical specifications |
| 17 | Providing/Laying Reinforced concrete Grade M-35 for Deck Slab, Crash Barrier and Approach Slab as per drawings and MORTH Technical Specifications . |
| 18 | Supplying, fitting and placing uncoated Fe500/Fe500D HYSD bar reinforcement in Superstructure as per drawings and MORTH Technical Specifications. Deck Slab, Crash barrier & Approach Slab |
| 19 | Providing and fixing in position Modular Strip/Box Seal Expansion Joints as per drawings and Technical Specifications.Behind Abutment A1/A2 |
| 20 | Drainage spouts with metal collection box complete as per drawing and Technical Specifications Deck Slab |
| 21 | Providing and fixing of necessary form work/shuttering of steel plates/kitply including propping and circular shuttering and including removal of the same complete. |
| 22 | (Approaches, Protection Works & Misc. Items ) Excavation for Structures (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)required Ordinary Soil (Manual means ) upto 3m depth Foundation of R Walls ( protection /approach) |
| 23 | P/L of stone soling hand packed incl. all carriages |
| 24 | Plain cement concrete M 10 grade levelling course below foundation and approach slab complete as per drawing & MORTH Technical Specification. |
| 25 | Providing & Casting in situ controlled Cement Concrete for RCC Work in approaches M-20 Grade excluding formwork but including vibrating, curing and finishing as per Drawing & MORTH technical specifications. |
| 26 | Supplying, fitting and placing uncoated Fe500/Fe500D HYSD bar reinforcement in Superstructure as per drawings and MORTH Technical Specifications. |
| 27 | Providing and fixing of necessary form work/shuttering of steel plates/kitply including propping and circular shuttering and including removal of the same complete. |
| 28 | Backfilling Filling in approaches/ behind protection walls |
| 29 | Construction of sub-base of Water Bound Macadam Grading–2 specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as drawings and MORT&H Technical Specifications. |
| 30 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading–3 specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as drawings and MORT&H Technical Specifications . |
| 31 | Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of Granular base including cleaning of road surface and sproaying primer at the rate of 0.70-1.0 Kgs/Sqm using mehanical means as per TS clause 502 (low porosity) including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 32 | Providing, laying and rolling of bituminous macadam of 50 mm thickness using 80/100 penetration grade bitumen to required line, grade and level , including mixing in a suitable plant, laying and rolling with smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per drawings and MORT&H technical specifications. |
| 33 | Tack Coat: Providng and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kg/ per sqm on the prepared bituminious surface cleaned with hydraulic broom as per technical specification clause 503 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job |
| 34 | 25mm thick Semi Dense Bituminous Macadam: Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacity. |
| 35 | Providing and laying seal coat sealing the voids in a bituminious surface laid to the specified levels, grade and cross fall using Type B by mechanical means as per techanical specification caluse 510 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job Please Enable Macros to View BoQ information |
