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| 1 | SH: Compound Wall |
| 2 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 3 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 4 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 5 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 6 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 7 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 8 | Reinforcement of RCC work including bending, binding and placing in position complete.Tor/TMT steel |
| 9 | Centering and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 10 | e) Column, pillars, posts and struts etc. |
| 11 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 12 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 13 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 14 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 15 | Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 16 | Steel work welded in built up sections/ framed work, inclluding cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.b) in gratings, frames, guard bar, ladder, Railing, brackets, gates and similar works |
| 17 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 18 | SH: Entrance gates |
| 19 | Earth work in excavation in foundation trenches in soils containing 50% or more of shingles or small size boulders up to 30 cm size , lift upto 1.5m and stacking excavated soil not more than 3 m clear from the edges of the excavation and returning the stacked soil in 15 cm layers when required ,into plinth , sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed with in a lead of 50 m. |
| 20 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 21 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 22 | Reinforced cement concrete work in lintles,beams and bressumers up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1:3 ( 1 cement : 3 fine sand ) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centring, shuttering, finishing and reinforcement in: a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 23 | Reinforced cement concrete work in columns,pillars,piers ,posts and struts etc. up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1:3 ( 1 cement : 3 fine sand ) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centring, shuttering, finishing and reinforcement in: 1:1.5:3 (1 cement:1.5 coarse sand:3 stone shingle 20 mm nominal size).a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 24 | Reinforced cement concrete work in suspended floors,roofs,landings etc. up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1:3 ( 1 cement : 3 fine sand ) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centring, shuttering, finishing and reinforcement in: 1:1.5:3 (1 cement:1.5 coarse sand:3 stone shingle 20 mm nominal size). |
| 25 | Brick Work with best available local bricks in foundation and plinth in cement mortar 1:4 (1 cement :4 sand) |
| 26 | Extra for brickwork with best available local bricks in superstructure above plinth level up to floor two level |
| 27 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . |
| 28 | Centring and shuttering including strutting, propping etc. and removal of form for:removal of form for: a) Footings |
| 29 | b) Suspended floor |
| 30 | c) Beam |
| 31 | d) Columns |
| 32 | Steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint . In Box Sections, Flats etc. |
| 33 | 15 mm cement plaster 1:4 ( 1cement : 4 fine sand) |
| 34 | 18 mm half round moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1 : 5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement mortar 1 : 4 (1 cement : 4 fine sand). |
| 35 | Painting two or more coats with synthetic enamel paint of approved brand and manufacture in black or chocolate shade on new work over and includingan under coat of suitable shade with ordinary paint of approved quality to give an even shade. |
| 36 | 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), including grouting the joints with white cement and matching pigments etc., complete)d) Size of Tile 1000x1000 mm |
| 37 | Providing and fixing 18mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade and texture laid over 20 mm thick base cement motaar 1:4 , joints treated with white cement , mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing of edges to give high glossa) Granite stone slab of color black, cherry/ruby red 18mm thick |
| 38 | SH: Retaining Wall/Breast Wall |
| 39 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (without de-watering)Ordinary soilManual Means (Depth upto 3 m) |
| 40 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 41 | Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and Technical Specifications.A)Square Rubble Coursed Rubble Massonry (first sort) |
| 42 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 43 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Please Enable Macros to View BoQ information |
