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| 1 | Construction of Boundary WallExcavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. |
| 2 | Boaring of pile 20cm dia of single under reamed of dia 50cm bulb and 3.50 m depth in black cotton soil with hand oprated auger machine including all labour T&P complete |
| 3 | (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. |
| 4 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 5 | First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. Half thick wrick work |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (Make TATA/JINDAL/SAIL or Approved by Enc.) |
| 8 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 9 | 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. |
| 10 | Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per |
| 11 | Construction of SOAK PIT Earth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m |
| 12 | Providing and laying Cement concrete 1:4:8 (1cement :4 Coarse sand :8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 13 | Class-150 brick work in 1:6 cement and Fine sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 15 | Reinforcement for R.C.C. work @ 0.8% |
| 16 | Providing & Filling of O.B. brick ballast 25 mm to 40 mm size inside of upper layer in soak pit. |
| 17 | Construction of SEPTIC TANKEarth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m |
| 18 | Extra Additional Lead & lift |
| 19 | Providing and laying Cement concrete 1:4:8 (1cement :4 Coarse sand :8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 20 | RCC M 25 in Raft |
| 21 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 22 | M.S/ Iron in R.C.C. |
| 23 | Class-150 brick work in 1:6 cement and Fine sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. |
| 24 | C.C. floor 1:2:4 40 mm thick SOR 605 |
| 25 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 26 | Foot Step (5 kg/sqm.) (DSR 19.15.1) |
| 27 | C.I. Pipe (100 mm dia) (DSR 17.35.1.2) |
| 28 | C.I.cowel. (DSR 17.56.1.2) |
| 29 | C.I. plain bend (DSR 17.39.1.2) |
| 30 | C.I. single equal plain junction (DSR 17.44.1.2) |
| 31 | Supplying and fixing C.I. cover without frame 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 32 | Construction of Main Gate of ResidenceSteel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Please Enable Macros to View BoQ information |
