KMC/DG(C)/BR-XII/105/66/25-26

SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm

SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(ii) 225 mm

SINGLE BRICK FLAT SOLING OF PICKED JHAMA BRICKS INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH LOCAL SAND. ( REF :PWD (BLDG.)-2017, IT. NO. 1, PAGE NO.14 & 3RD CORRIGENDA ADDENDA DTD-04.06.18,P-1)

Mending potholes and depressions by stitching picked jhama bricks with one brick-on-edge laid in herring bone pattern and including necessary cushion of sand below the soling (and in between layers) including cutting the pothole area to rectangular shape with vertical edges, removing all loose materials , finishing the surface to match with adjacent areas complete as per direction. (b) One brick-on-edge laid in herring bond pattern (thickness 125mm) (Ref: PWD(Rds & brdgs)2018, It. no. 10.09(b), P-280)

CEMENT CONCRETE WITH GRADED JHAMA KHOA (30 MM SIZE) EXCLUDING SHUTTERING IN GROUND FLOOR AND FOUNDATION. (B) 1:4:8 PROPORTION ( REF :PWD (BLDG.)-2017, IT. NO. 1, PAGE NO.23 & 3RD CORRIGENDA ADDENDA DTD-04.06.18, P-9 & 10)

BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing outwater as required complete. (a) Depth of excavation not exceeding 1,500 mm.

BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

PLASTER (TO WALL, FLOOR, CEILING ETC.) 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] (II) WITH 1:4 CEMENT MORTAR (A) 20 MM THICK PLASTER ( REF :PWD (BLDG.)-2017, IT. NO. 1, PAGE NO. 189 & 3RD CORRIGENDA ADDENDA DTD-04.06.18, P-49 & 50)

SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.5mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 cu.m per 100 sq.m

BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...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 concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(a) 25 mm to 30 mm thick shuttering without staging in foundation... as per decision & direction of Engineer-In-Charge.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by 150%.