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| 1 | Excavation in foundation in ordinary soil loam clay or sand i/c lift up 1.5 m and lead up to 30 mtr including filling. watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches (S1 251 |
| 2 | P/L of Cement and concrete 1:4:8 in foundation [Icement: 4 fine sand: 40 mm Stoneballast] complete including curing ramming etc completion. SI No281 |
| 3 | Class-150 brick work in 1:4 and cement Course sand of 2.25 Coarse Sand modulus mortar in Foundation including supply of all metrerials labour and tools & plants etc. Required for proper completion of work. (S.1 305A) |
| 4 | 25 mm thick D.P.C in 1:1.5:3 (SI No. 361) |
| 5 | Filling of Carted Earth upto a maximum distance of 5.00 Km From out side of market yard including watering camming dressing etc. in 20 mm layer required for proper completion of work as per direction of Engineer-in-charge. |
| 6 | Sand filling in plinth including supply of necessary quantities of sand from a distance not exceeding 8 kms from the site work and including watering, dressing etc rate to i/e cost of all materials, labour and T& etc required for proper completion of the work (Material &A). SA |
| 7 | Class-150 brick work in 1:4 and cement Course sand of 2.25 Coarse Sand modulus mortar in super structeure for One Brick thick Wall including supply of all metrerials labour and 7 tools & plants etc. Required for proper completion of work. (S.1 305A+310) |
| 8 | PCC work with cement approved Coarse sand and 20mm (3/4\\") gauge approved stone grit in Proportion of 1:2:4 For Fixing of Hold Fast excluding supply of Reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. with all supply of all materials, Labour, T&P etc required for proper completion of the work. (SL.No. 279A) |
| 9 | RCC work with cement approved coarse sand and 2.0 cm gauge approved stone grit in proportion of 1:15:3 in Lintels excluding supply of reinforcement and its bending the same with 24 B.W.G.G.L. binding wire and including necessary centering and shuttering etc. and i/o supply of all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost (SI 283+ Dif. Sr No. 284&283A) |
| 10 | RCC work with cement approved coarse sand and 2.0 cm gauge approved stone grit in proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its bending the same with 24 B.W.G.G.I. binding wire and including necessary 10 centering and shuttering etc. and i/c supply of all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost (S1 284) |
| 11 | RCC work with cement approved coarse sand and 2.0 cm gauge approved stone grit in proportion of 1:1.5:3 in Column excluding supply of reinforcement and its bending the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and i/c supply of all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost (SI 289) |
| 12 | RCC work with cement approved coarse sand and 2.0 cm gauge approved stone grit in proportion of 1:1.5:3 in Raft Foundation for column footing excluding supply of reinforcement and its bending the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and i/e supply of all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost (SI 287A |
| 13 | RCC work with cement approved coarse sand and 2.0 cm gauge approved stone grit in proportion of 1:1.5:3 in Beam excluding supply of reinforcement and its bending the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and i/c supply of all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost (SI 285). |
| 14 | MS-or Iron work in plain work such as in in reinforcment in R.C.C work S.I No. 504 |
| 15 | M.S or Iron work in Angle Iron Door And window From Size 15 35x35x5mm @ 2.6Kg/RM With supply and Fixing of 0.55 materials. S.I No. 503A |
| 16 | M.S Grill in Window and Ventilator 22.00 Kg/Sqm With supply and fixing. S.1 No. 502A |
| 17 | Supply and Fixing of 3.2cm thick teak wood part fully glazed openable Window shutter including fixing & adjustment of Hinges, bolt locks, handles spring and other fitting but 17 excluding cost of paint and including fixing the glass panes with putty and brad Glass to be 4mm thick. (SI. No. 470+470(1)) |
| 18 | Providing Stainless steel door handles with screws 125 mm long. |
| 19 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, IS 1378) with 10 mm dia and screw (a) 250 mm x 10mm (DSR 9.63.1) (Barrel type) with necessary screws etc. complete (Copper oxidised as per |
| 20 | 12mm cement plaster 1:4 in single coat on Plinth Wall for plastering up to floor two level including brick wall for iterior plaster internal rounded finished even and smooth. 1 cement 4 fine send (S.I no. 597 C+E). |
| 21 | Wall painting (3 coat) with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including throughly brushing, clean all dirt,grease, loose pieces and prepared smooth Sl. No. 15.15 (New item) |
| 22 | 4cm thick plain cement concrete in 1:2:4 cement, c/sand and 2mm gauge stone grit but with out base cement concrete. (S.I 605) |
| 23 | Murga Jali For Ferro Cement Concrete.Fat. SOR Material SI.No.33(iii) |
| 24 | Providing and Fixing of glass strips of 5.5mm thickness in joints of floor and skirting at the time of laying Floor 24 including labour, T&P etc. complete in all respect 3.7 cm depth. SI.No.630B Please Enable Macros to View BoQ information |
