Reconstruction of Compound wall at Christian graveyard, Vathianirruppu Salai in Nedungadu Commune Panchayat

Amount

20.2.1 Boring , providing and installing bored cast -in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring , with bentonite solution and temporary casing of appropriate lenghth for setting out and removal of same and the lenghth of the pile to be embedded in the pile cap etc. all complete , including removal of excavated earth with all lifts and leads (length of pile for payment shall be measured upto bottom of pile cap) - 300 mm dia piles

2.8.1 Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil

2.27 Supplying and filling in plinth with river sand under floors, including watering, ramming consolidating and dressing complete

4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)

4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

4.3.1 Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns

5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering , finsishing and reinforcement -All work upto plinth level 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

4.3.3 Centring and shuttering including strutting , propping etc. and removal of form work for - columns, piers, abutments, pillars,posts and struts

5.2.3 Reinforced cement concrete work in walls (any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:2:4 (1 cement : 2coarse sand :4 graded stone aggregate 20mm nominal size)

5.9.5 Centering and shuttering including strutting , propping etc and removal of form for - Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.3 Reinforced cement concrete work in beams, suspended floors , roofs having slope up to 15degree landings , balconies , shelves , chajjas , lintels , bands , plain window sills , taircases and spiral stair cases upto floor five level excluing the cost of centering ,shuttering, finishing and reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

5.22.7 Steel reinforcement for R.C.C.work including straightening , cutting , bending, placing in position and binding all complete - Thermo - Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more.

6.1.2 Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand)

6.13.1 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level upto floor V level - cement mortar 1:3 (1 cement : 3 coarse sand)

13.1.1 12mm cement plaster of mix -1:4 ( 1 cement: 4 fine sand)

13.28.3 12mm thick plain cement mortar bands in cement mortar 1:4 (1cement : 4 fine sand) - raised band

13.39.1 Colour washing such as green, blue or buff to give an even shade - New work (two or more coats) with a base coat of white washing with lime

Non PSR item Engaging of Front end loader 1 cum bucket capacity

16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction of 10 cm length and drilling holes upto 10mm dia etc.complete

13.52.1 Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface , etc.complete - on steel work

16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 x 50 mm including strengthening with 2mm dia. wire or nuts , bolts and washers as required complete - Made of G.I wire of dia 4mm