NIT12/2025-26/AE/CHSDI/SL01

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or 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 .In all sorts of soil excluding marshy soil & rocks; a) upto 3 m depth; With pumping out water excluding shoring

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.N. B. Variety (River Bajree)

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics excluding rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.N.B. Variety Boulders of size 150 mm to 225 mm .

Dismantling of Structures 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. By Manual Means., Cement Concrete

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 specification and direction.Where staging is not required.

Plaster (to wall, floor, ceilingetc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] With 1:4 cement mortar ,20 mm thick plaster

Neat cement punning about 1.5mm thick inwall, dado,window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Sand filling in foundation trenches and at the back of abutments, wing-walls 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.Compacting Factor of Fine Sand=0.835

R.C. Guard post Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips

Borrowpit Earth: Earthwork in excavation from borrow pits (land owned/ arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) In ordinary soil, Beyond 500 m & up to total lead of 1000 m, With Extra additional lift of 1.5 m or part thereof in and With Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. With additional lead of 200m and lift 4.5m

Cutting of branches of trees shrubs and trimming of grass and weeds: Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 for Rural Roads of MORD.

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. Boulder above 225mm @ 1.0 Cum/Cum, Shringles 37.5mm @ 0.2Cum/Cum

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. RBM @ 0.72Cum/Cum, Course Sand @ 0.48Cum/Cum.

Add GST @ 18% on Rs.309056.170 i.e. total amount over item no.1 to 13

Add lobour welfare cess @ 1% of Rs.364686.280 i.e. total amount of item no.1 to 14

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