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| 1 | (SH:- Site Development / Earth cutting ) |
| 2 | 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 alllifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)(i) Girth from 300 mm to 600 mm |
| 3 | (ii) Girth from 600 mm to 900 mm |
| 4 | 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.) |
| 5 | 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 ) |
| 6 | (SH:- CC pavement ) |
| 7 | 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 bankment 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.) |
| 8 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 9 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade |
| 10 | 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.) |
| 11 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 12 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsD.PCC Grade M25 case I using concrete mixer |
| 13 | Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98- 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) (ii) Double Row for two utility services. |
| 14 | SH:CC BERM |
| 15 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 16 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsB.PCC Grade M20. case-I using concrete mixer |
| 17 | Add for Carriage of Materials |
| 18 | [SH:- C/o MRF Building] |
| 19 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m. |
| 20 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 21 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 22 | 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) |
| 23 | 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.a)M20 (1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 24 | 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.A) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 25 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 26 | e) Column, pillars, posts and struts etc |
| 27 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 28 | Reinforcement of RCC work including bending, binding and placing in position complete: b) Tar/TMT steel |
| 29 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 30 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 31 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 32 | Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.a) 40 mm thick including anodized aluminum butt hinges with necessary screws. |
| 33 | Supplying and fixing fully glazed shutters made out of best available hard wood for windows and clerestory windows using 7.50 Kg/Sq.m. 3 mm thick glass panes including applying one coat of approved wood primer.a) 35mm thick including anodized aluminium butt hinges, with necessary screws. |
| 34 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screwsA)Plain Grill |
| 35 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.a) 300 X 16 mm |
| 36 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.a) Tower bolt 300 X 10 mm |
| 37 | b) Tower bolt 150 X 10 mm |
| 38 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.-[125mm] |
| 39 | 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., completeD) Size of Tile 1000x1000 mm |
| 40 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.c) 75 mm thick |
| 41 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position |
| 42 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately). |
| 43 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.a) Best local approved quality wood |
| 44 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses a) 0.80 mm thick GI sheet |
| 45 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers completea) 0.80 mm thick GI sheet |
| 46 | 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). |
| 47 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 48 | Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre on wood work complete. |
| 49 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 50 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 51 | White washing with lime on new work (two or more coats) to give an even shade. |
| 52 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat ofwhiting to give an even shade |
| 53 | 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). |
| 54 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 55 | Add for Carriage of Materials |
| 56 | Internal water supply and Sanitary Installation |
| 57 | Add Internal Electrical connection |
| 58 | SH: C/o Steel Gate |
| 59 | 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. |
| 60 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 61 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1cement: 1.5 coarse sand : 3 stone aggregate 20mm nominal size) |
| 62 | 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.a) M20 (1cement: 1.5 coarse sand : 3 stone aggregate 20mm nominal size) |
| 63 | 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.a) M20 (1cement: 1.5 coarse sand : 3 stone aggregate 20mm nominal size) |
| 64 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 65 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.b) In Tees, Angles and Channels |
| 66 | c) In Flats upto 10 mm in thickness. |
| 67 | Centring and shuttering including strutting proping etc. and removal of form work for:a) For base and foundation |
| 68 | c) Columns, pillars and piers. |
| 69 | d) Lintels, beams, girders, bressumers and cantilevers etc |
| 70 | 12 mm cement plaster 1:6 ( 1 Cement : 6 Fine sand ) |
| 71 | White washing with whiting on new work (three or more coats) to give even shade |
| 72 | 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 |
| 73 | Add carriage charge of materials |
| 74 | SH :- Const. of Leachate Tank |
| 75 | 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. |
| 76 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 77 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 78 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floortwo 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 excluding cost of centring, shuttering and reinforcement in :a) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 79 | 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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 80 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 81 | b)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 82 | c)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 83 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild steel |
| 84 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 85 | Neat cement punning. |
| 86 | Carriage Charges |
| 87 | SH:- Const. of Septic Tank |
| 88 | 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. |
| 89 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 90 | Half brick masonry (with best available local bricks)in cement mortar 1:3 (1cement : 3 coarse sand) in foundation and plinth. |
| 91 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 92 | 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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 93 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete |
| 94 | b)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 95 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild Steel |
| 96 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 97 | Neat cement punning. |
| 98 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.A) 100 mm dia. |
| 99 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design |
| 100 | Carriage Charges |
| 101 | (SH:- Barbed Wire Fencingl ) For 10 metre Length |
| 102 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 ma) For MS angle iron post.11 x 0.65 x 0.80 x 0.65 |
| 103 | b) For Strut3 x 0.65 x 0.65 x 0.80 |
| 104 | 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) For MS angle iron post.11 x 0.45 x 0.45 x 0.60 |
| 105 | b) For Strut3 x 0.45 x 0.45 x 0.60 |
| 106 | c)beam 50x0.23x0.0.23 |
| 107 | Centering and shuttering ……………11.5 x (0.45 x 0.60) x 4 |
| 108 | G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 )10 x 10 Mtr |
| 109 | G.I. Staples for fixing the fencing ………………--------- L.S. --------- |
| 110 | Carriage Charges |
| 111 | SH: Counterfort Retaining Wall (4.00 M Height, For 10.00 Mtr. only) |
| 112 | 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. |
| 113 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 114 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars. |
| 115 | Centring and shuttering including strutting, propping etc and removal of form work for :b) Walls (any thickness) including attached pilasters, buttresses, etc. |
| 116 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 117 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size). |
| 118 | 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 |
| 119 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Sandy material |
| 120 | Add carriage charge Please Enable Macros to View BoQ information |
