03-Graam Kajipura Mein Shamashan Ghaat Mein Ek Baramada Avm Do Bainch Nirman Kaary.

Earth work in excavation by mechenical means (Hydraulic excavator )/manual means in foundation treanches or drains (not exceeding 1.5 m in width 10 sqm on plan ) including dressing of sides and ramining of bottoms, for all lift including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. As per S.I. No. 2.8.1 Page 91, V-1

1:5:10 (1 cement: 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) As per S.I. No. 4.1.11 Page 104, V-1

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in As per S.I. No. 6.2.2 Page 127, V-1

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1 cement 2 coarse sand (zore-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources As per S.I. No. 5.1.3 Page 113, V-1

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-II) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per S.I. No. 5.1.2 Page 113, V-1

12 MM THICK PLASTER IN 1:4 CEMENT AND C/SAND MOTAR IN PLINTH And monolythick plaster As per S.I. No. 13.1.1 Page 217, V-II

EARTH WORK FILLING PLINTH WITH CARTAGE EARTH UP TO 3.00 KM AWAY FORM THE SITE AS PER (S.I. NO 253-a+261-b) p.w.d. s.o.r

LOCAL SAND FILLING IN PLINTH AT SITE AS PER (S.I. NO. 255- a) p.w.d. s.o.r

Brick work with common burnt clay F.P.S. (nori modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: As per S.I. No. 6.4.2 Page 127, V-I

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-II) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per S.I. No. 5.1.2 Page 113, V-1

Reinforced cement concrete work in beams, suspended floors, rocfs having slope up to 15" landings, balconies, shelves, chajjas, lintels, panas. plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded As per S.I. No. 5.3 Page 113, V-I

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources. 3 graded stone aggregate 20 mrn nominal size derived from natural sources As per S.I. No. 5.2.2 Page 113, V-I

12MM THICK BEARING PLASTER IN 1:3 MORTAR (1 cement : 3 coarse sand ) As per S.I. No. 13.9.1 Page 217, V-II

Reinforced cement concrete work in beams, suspended floors, rocfs having slope up to 15" landings, balconies, shelves, chajjas, lintels, panas. plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded As per S.I. No. 5.3 Page 113, V-I

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars As per S.I. No. 5.22.1 Page 118, V-I

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform As per S.I. No. 5.9.3 Page 115, V-I

S/FIXING OF 100 MM DIA. RAIN WATER P.V.C PIPE(S.I. N.730- a) as per p.w.d. S.O.R.

12 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) AT SMOOTH SURFACE, As per S.I. No. 13.1.2 Page 217, V-II

15 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) AT rough surface, As per S.I. No. 13.2.2 Page 217, V-II

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections As per S.I. No. 5.30 Page 119, V-I

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm As per S.I. No. 11.41.2 Page 194, V-I

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate . As per S.I. No. 11.3.1 Page 189, V-I

Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick As per S.I. No. 11.13.1 Page 190, V-I

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete As per S.I. No. 13.80 Page 223, V-II

Less 5% Competitive price efficeincy