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| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.(II) By Mechanical Meansa) Cement Concrete |
| 2 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreadingor stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .1. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depth(iii) Without pumping out water but including shoring as required |
| 3 | Sand filling in foundation trenches and at the back of abutments, wingwalls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.Fine sand |
| 4 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specificationand direction.(b) Where staging is not required. |
| 5 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 6 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 7 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial traightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as perdrawing and technical specifications and direction of Engineer-incharge. |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in Substructure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost ofloading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-incharge. |
| 9 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges /culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix,approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.D RCC Grade M25I) Using concrete mixer |
| 10 | Plain / Reinforced Cement Concrete in Sub-structure with coarse aggregatesof appropriate nominal size and grading, fine aggregate (sand) conforming toproper grading zone, both of approved quality, cement and water reducingadmixtures, as necessary, including labour, cost and carriage of all materialsand including preparation of design mix, approval of the same by the Engineerin-Charge and cost for quality control,sampling, testing etc. all complete as perdrawing and technical specification including the cost ofnecessary form work and staging complete as per drawing and technicalspecifications.E RCC Grade M25(i) Height upto 5mI) Using concrete Mixer |
| 11 | Providing and laying Filter material underneath pitching in slopes complete asper drawing and Technical specification. |
| 12 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment,wing wall / return wall with 100 mm dia AC pipe, extending through the fullwidth of the structure with slope of 1V:20H towards drawing face. Completeas per drawing and Technical specifications. |
| 13 | Stripping off worn out plaster and raking out jointsofwalls, celingsetc. Upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
| 14 | Plaster(towall, floor, ceilingetc.)withsandandcementmortar including rounding off or chamfering corners as directed and rak ing out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface] (i) With 1:6 cement mortar (a) 25 mm thick plaster |
| 15 | Neat cement punningabout 1.5mmthick inwall, dado,window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 16 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). |
| 17 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume ofearth/ sand filled bags should not be less than 0.028 cum/ bag |
| 18 | Extra rate for item no above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre. 2(Two) Extra lead |
| 19 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 20 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
| 21 | Extra rate over Item No 20 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.2 ( Two ) Extra lead |
| 22 | Pumping out water from ponds or tanks. Please Enable Macros to View BoQ information |
