Boundary Wall

Earth work in excavation of foundation trenches or drain in all sorts of soils inclouding removing,spreading or stacking the spoils within a lead of 75m.as directed and ramming the bottom, bailing out water etc. as required complete. Depth of eacavation not exceeding 1.20m.

Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 15cm. Including watering and ramming etc. layer by layer complete. a) With earth obtain from excavation of foundation.

With carried earth arrange by the contructor within a redius of 1 km. Including cost of carried earth.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Cement concrete with 30mm. down graded shingles excluding shuttering. 6:3:1 proportion.

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(b) Pakur Variety Stone Chips

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes Pakur Variety in ground floor.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust(if necessary) cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Tor steel / Mild steel upto roof of ground floor Other than SAIL / TATA / RINL

Hire and Labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for ved or straight including fitting, fixing and striking out after completion of works. 25mm. to 50mm. thick wooden shuttering as per decision & direction. upto roof of ground floor a) 25 mm to 30 mm shuttering without staging in foundation

b) upto roof of ground floor with staging

125mm. thick Brick work with 1st. class bricks in cement mortar (4:1) in a) Ground Floor

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar inclu. rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (G.F).[Excluding cost of chipping over concrete surface] a) With 1:4 cement mortar. 10mm.thick plaster at GF

b) With 1:6 cement mortar.,15mm.thick plaster in Ground Floor

Net Cement Punning 1.5mm. thick in wall, dedo, window sills, floors, drains etc.using cement @ 0.152cum./100sqm.

M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. Grill weighing above 10 Kg./sq.mtr & up to 16 Kg./sq. mtr

Priming one coat on timber, plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothing surface by sand papering etc.

Painting with best quality synthetic enamel paint of approved make & brand including smoothening surface by sand papering etc. including using of approved quality putty on the surface of necessity. On Steel or oyher metal Surface. with super gloss ( hi-gloss )Two coat with any shed except white

Applying decorative cement base paint of approved quality after preparing the surface including scraping the same thoroughly ( plastered or concrete surface ) as per manufacturers specification. In ground floor. Two coats.

Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white A) In Ground Floor

Supplying & laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658 : 2006) manufactured from BIS licensee manugacturer, with spacer nib (Small protruding profiles on thevertical face of a paver block used as a device for keeping minimum joint gap in btween yhe paving blocks, as per CI. No 3.26 of IS: 15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per as per CI. No 3.3 of IS 15658) as per Table 2 of IS:15658 with flexural strength/ breaking loud as per Annexture G of IS: 15658 on the prepared base course of specified C.B.P. as per table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with cushion of compacted beeding sand of 25-35 mm thick (grading of the beeding sand as per clause 6.5.1 of IRC SP-63) nad filling up the gaps between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per CI. No 8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 60mm thick (i) Grey

Supplying, Aluminium Grill with F channel frame of approved make and brand having ultimate tensile strength of 19 Kg/Sq.m. and modulus of elasticity 7000 kg/ sq.m., with 15 micron anodised fitted & fixed with necessary screws etc. complete as per direction of Engineer-in charge. Grill made with 10 mm wide and 5.2 mm thick aluminium sheet having expansion width of 66.00 mm and weight not less than 3.26 Kg/Sq.m.

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

ADD 18 % GST

ADD Cess @ 1.00 %

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