38 Zila Panchayat Parisar Main Type 2 Ke 04 Awaso Ka Nirman Karya

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. UNDER FOOTINGS,CF1,CF2,CF3,CF4,CF5 OUTER DWARF WALL UNDER TIE BEAM DSR 2.8.1

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. AVAILABLE EARTH 30% OF ITEM NO. 1,UNDER FLOOR,BED ROOM,BED ROOM,Drawing Room,Kitchen,TOILET,Toilet,Store, Passage,STAIRCASE,Lobby,UTILITY,Back Passage DSR 2.25,a

Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.UNDER FLOOR,BED ROOM,BED ROOM,Drawing Room,Kitchen,TOILET,Toilet,Store, Passage,STAIRCASE,Lobby,UTILITY,Back Passage DSR 2.27

Providing and laying in position ready mixed or site batched design mix cementconcrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the All works upto plinth level :mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum UNDER FOOTINGS,CF1,CF2,CF3,CF4,CF5,OUTER DWARF WALL UNDER Plinth BEAM,Inner Under Plinth Beam,ENT. STEPS,FRONT SIDE,UNDER FLOOR,BED ROOM,Bed Room,Drawing Room, Kitchen,TOILET,Toilet,Store,Passage,STAIRCASE,Entry Passage,UNDER APRON

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground (3)-floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm BED ROOM,Bed Room,Drawing Room,Kitchen,TOILET, Toilet,Store,Passage,STAIRCASE,Entry Passage

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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in A Ground floor (a) Column footing,CF-1, h/6(a1+a2+4am),CF-3,h/6(a1+a2+4am),CF-4,h/6(a1+a2+4am),

(b)PLINTH Beam

(C)Column(1:1.5:3) UpTo Plinth

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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (a)Column(1:1.5:3) Above Plinth

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).(a) LINTEL,(I)Ground floor, D,D1,D2,D3,W1,W2,W3, V1, Ent, (II) First floor,LINTEL, D,D1,D2,D3,W1,W2,W3, V1, Ent