Const of CC Drain east side of Bara Pry School CC road at Bara150 ft at Bara under Manikkundu GP (Scheme Code. APAS/01/232/199/0007)

Earthwork in excavation for 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, complete as per direction of the Engineer-in-Charge in all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. Depth up to 3 m. : (i) With pumping out water including shoring as required.

Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 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 . Flooring

Supplying and laying Polythene Sheet (150 gm/sq.m.) over damp proof course or below flooring of roof terracing or in foundation or in foundation trenches.

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

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, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. M20.R.C.C

Supplying, fitting and placing HYSD bar reinforcement in Sub-structure 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 of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.(10 nos, 1.0 m x1.0 m size) 3 Nos 3'-6" Width Cover Slab

Plaster (to wall, floor celling etc) with sand and cement morter including rounding off or chamfering corners as directed and ranking out joints includingthroughting, nosing and drip course, scaffolding/ staging where necessary 15 mm th. Plaster (4:1) morter

Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc .

Supplying fitting and fixing Information board made with RCC of size 900mm X 900mm X37.5 mm thick fitted with two nos RCC post of size 100mm X 100mm of length 1800mm fitted with necessary nut and bolts including painting and printing all complete as per direction and photo taking three stage.

GST & Labour Cess ( 9%+ 9% ) +1%