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| 1 | Sh: Play ground |
| 2 | Excavation in Soil with Dozer with lead upto 100 metres ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 3 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 4 | Sh: Gallery |
| 5 | I. Earthwork |
| 6 | 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 .... |
| 7 | II. CC Work |
| 8 | Providing and laying cement concrete 1 : 3 : 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering ina) Foundations and plinth |
| 9 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : |
| 10 | a) Foundations and plinth |
| 11 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 12 | III. RCC Work |
| 13 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 14 | b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 15 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 16 | 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. |
| 17 | a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 18 | 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. |
| 19 | b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 20 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 21 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 22 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 23 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 24 | e) Column, pillars, posts and struts etc. |
| 25 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 26 | b) Tar/TMT Steel |
| 27 | IV. Brick Work |
| 28 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 29 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 30 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 31 | VII. Roofing |
| 32 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately). |
| 33 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet roofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses.Details of cost for 179.655 Sq.m.Laying and fixing 20 sheets in 3 row require Overall sheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages= 202.061 Sqm After H & L !aping as per manufacturer's specification, effective Area Measurable will be 20 x 3x 2.95 x 1.015 = 179.655 Sqm |
| 34 | Providing and fixing 12 mm thick insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately). |
| 35 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. |
| 36 | a) Best local approved quality wood. |
| 37 | Extra for chamfered edges in beading |
| 38 | VI. Flooring |
| 39 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 40 | VII. Finishing |
| 41 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 42 | 15mm cement plaster 1:3 (1 cement : 3 fine sand) on the rough side of single or half brick wall |
| 43 | Applying one coat of cemenl primer of approved brand and manufacture on wall surface. |
| 44 | Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new work to give an even shade. |
| 45 | Distempering (lwo 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. |
| 46 | VIII. Miscelleneous |
| 47 | Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand). |
| 48 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 49 | Add 12.50% internal & external electrification on Civil portion |
| 50 | Aluminium Single-Arm Stadium High Mast Lighting Pole, For Highway, 12m (25% extra for installation and transportation) |
| 51 | Site Development |
| 52 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) |
| 53 | Girth from 300 mm to 600 mm |
| 54 | Clearing Grass and Removal of Rubbish |
| 55 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) |
| 56 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) |
| 57 | Bankingexcavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide bunds etc. lead upto 50 m and lift upto 1.50 m. |
| 58 | b) Hard Soil Please Enable Macros to View BoQ information |
