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| 1 | SH:- Formation Cutting |
| 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:- CD Work (RCC Slab Culvert 2.00 m Span - 2.00 Height - 3 Nos) |
| 5 | Excavation for Structures (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.)I.Ordinary soilA. Manual Means(i) upto 3 m depth |
| 6 | 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.) |
| 7 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications(Coursed rubble masonry (first sort ) |
| 8 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications*PCC Grade M20Height upto 5m |
| 9 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M20Using Concrete MixerFor solid slab super-structure,20-30% of (a+b+c)Height upto 5m |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 11 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification .(a)Granular material |
| 12 | 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 |
| 13 | SH:- Retaining Wall 4.00 Mtr. Height for 30.00 Mtr Length |
| 14 | Excavation for Structures (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.)I.Ordinary soilA. Manual Means(i) upto 3 m depth |
| 15 | 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.) |
| 16 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specificationb)Random Rubble Masonry |
| 17 | Dry Rubble flooring |
| 18 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A. Granular material |
| 19 | SH:- Breast Wall 3.80 Mtr. Height for 20.00 Mtr Length |
| 20 | Excavation for Structures (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.)I.Ordinary soilA. Manual Means(i) upto 3 m depth |
| 21 | 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.) |
| 22 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specificationb)Random Rubble Masonry |
| 23 | Dry rubble Flooring |
| 24 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A. Granular material |
| 25 | SH:WBM-I = 0.360 km |
| 26 | 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 |
| 27 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)ii)Grading- I(Using Screening Crushable type such as Moorum or Gravel)c) Using Screening Type-B (11.2mm Agg.) |
| 28 | SH:WBM-II = 0.360 km |
| 29 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)ii)Grading- II(Using Screening Crushable type such as Moorum or Gravel)c) Using Screening Type-B (11.2mm Agg.) |
| 30 | SH:WBM-III = 0.360 km |
| 31 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)ii)Grading- III(Using Screening Crushable type such as Moorum or Gravel)c) Using Screening Type-B (11.2mm Agg.) |
| 32 | SH:Black Topping = 0.360 Km |
| 33 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) |
| 34 | Tack coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg per Sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 35 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)i)Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . |
| 36 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)i)Case - I : Type A |
| 37 | SH:- Fencing = 600.00 mtrs |
| 38 | Earth work in excavation in foundation and trenches etc .in soil containing 50% or more of shingle or small size boulders upto 30cm size and lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of excavation and returning the stack soil in 15 cm layer when required into side of plinth sides of foundation etc. consolidating earth deposited layer by ramming and watering and disposing of all surplus soil as directed within a lead of 50m. |
| 39 | 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 in:a) Foundations and plinth |
| 40 | Centring and shuttering including strutting, propping etc and removal of form work for :e) Column, pillars, posts and struts etc. |
| 41 | 2.4m high fencing with 3.5m high angled iron post size 75x 75 x 6 mm placed at 2.5 m apartembeded in cement concreteblock of size45x45x60 cm. Corner and every 12th post to be embeded in C.C block of size 45x45x60 cm with 2 m high chain link fixed with CC wall of 15 Cm thick and 60 cm deep along 3 linces of barded wire 9.38kg/100 at top of inclined portion fixed with G.I stapless extra complete.(a) MS Barbed wire |
| 42 | Providing and fixing iron angle post 45 x 45 x 6 mm in position as per direction of Engineer-in-Charge. |
| 43 | Providing and fixing barded wire fencing above compound wall in position as per direction of Engineer-in-Charge. |
| 44 | SH:Site Development |
| 45 | 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 lead50metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 46 | 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.) |
| 47 | SH: Pilot Rest Room with Toilet*SITE DEVELOPMENT |
| 48 | 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 upto1.50 m. |
| 49 | SH : EARTH WORK |
| 50 | 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, intoplinth, 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. |
| 51 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 52 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 53 | SH : CONCRETE WORK |
| 54 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 55 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 56 | Providing and laying damp proof course 25 mm thick with cement concrete M20 1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 57 | SH : RCC WORK |
| 58 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :a)M20(1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 59 | 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) a)M20(1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 60 | 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) a)M20(1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 61 | 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 a)M20(1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 62 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with a)M20(1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 63 | Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with a)M20(1 cement : 1.5 coarse sand :3 stone aggregate 20 mm nominal size). |
| 64 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 65 | b) Column, pillars, posts and struts etc. |
| 66 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 67 | d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 68 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT bars. |
| 69 | SH : BRICK WORK |
| 70 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 71 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 72 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 73 | Extra for brick masonry in superstructure above plinth level up to floor two level. |
| 74 | SH : WOOD WORK |
| 75 | Providing approved best available local wood (Class - B II) work in frames of doors, window, clerestory windows and other frames, wrought framed and fixed in position. |
| 76 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.a) 38mm thick best available local wood class - B I |
| 77 | Providing and fixing 30 mm thick wire gauge shutters using galvanised mild steel wire gauge of IS gauge designation 85G with wire of 0.56 mm for doors, windows and clerestory windows including iron butt hinges with necessary screws. a) Best available local wood class - B I |
| 78 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position. |
| 79 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
| 80 | 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 screws.(a) Plain grill |
| 81 | Providing and fixing 12 mm thick and 100 mm wide pelmet with 25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete. (c) Timber Class - BII |
| 82 | Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc. |
| 83 | 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 |
| 84 | b) 250 x 16 mm |
| 85 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.c) 150 x 10 mm |
| 86 | d) 100 x 10 mm |
| 87 | Providing and fixing aluminium handles anodised transparent or dyed to required color or shade with necessary screws etc complete.a) 125 mm |
| 88 | b) 100 mm |
| 89 | c) 75 mm |
| 90 | Providing and fixing MS Hooks and Eyes.e) 200 mm |
| 91 | SH : STEEL WORK |
| 92 | Providing and fixing MS round holding down bolts with nuts and washer plates etc complete. |
| 93 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 94 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.(c) In Flats up to 10 mm in thickness |
| 95 | 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) |
| 96 | SH : FLOORING |
| 97 | 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.a) 40 mm thick |
| 98 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 99 | SH : ROOFING |
| 100 | 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.b) 0.63 mm thick GI sheet |
| 101 | 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 complete.b) 0.63 mm thick GI sheet |
| 102 | Providing and fixing 3 mm thick hard board sheet ceiling of approved quality with ecessary nails etc. complete (frame work to be paid separately). |
| 103 | Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.b) Local soft wood |
| 104 | SH : FINISHING |
| 105 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 106 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 107 | Neat cement punning. |
| 108 | White washing with lime on new work (two or more coats) to give an even shade. |
| 109 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade. |
| 110 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 111 | 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. |
| 112 | Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work. |
| 113 | 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. |
| 114 | Painting two or more coats on GI sheets with ready mixed superior paint of approved brand and manufacture on new work to give an even shade. |
| 115 | SH : INTERNAL WATER SUPPLY |
| 116 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15 mm nominal bore |
| 117 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).b) 20 mm nominal bore |
| 118 | Providing and fixing brass bib cock of approved quality.a)15 mm nominal bore |
| 119 | SH : SANITARY INSTALLATION |
| 120 | Providing and fixing white vitreous china water closet squatting pan size 580 mm sizea) (a)Long pattern (Indian type) WC Pan |
| 121 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.(b) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 122 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.b) 250 x 125 x 25 mm |
| 123 | Providing and fixing kitchen sink including making all connection excluding cost of fittings.a) White glazed fire clay sink size 600x450x150 mm |
| 124 | Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete. |
| 125 | Providing and fixing in position 25 mm dia mosquito proof coupling of approved municipal design. |
| 126 | Providing and fixing on wall face asbestos cement soil, waste and vent pipes including jointing with spun yarn soaked in bitumen and cement mortar 1 : 2 (1 cement : 2 coarse sand) complete. (a) 100 mm dia |
| 127 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.a) 100 x 100 x 100 mm |
| 128 | Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors.a) 100 mm inlet and 100 mm outlet |
| 129 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.a) 100 mm dia |
| 130 | Providing and fixing sand cast iron heel rest sanitary bend.a) 100 mm dia |
| 131 | SH : DRAIN |
| 132 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1cement : 3 coarse sand) including shuttering complete. |
| 133 | SH : MISCELLANEOUS |
| 134 | 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). |
| 135 | SH: SEPTIC TANK |
| 136 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.b) Hard Soil |
| 137 | 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 in:a) Foundations and plinth |
| 138 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 139 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 140 | 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). |
| 141 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar/TMT bars. |
| 142 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 143 | Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design. |
| 144 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg), cement concrete 1 : 4 : 8. |
| 145 | SH: Furniture |
| 146 | Wooden Cots |
| 147 | Wooden Meat safe |
| 148 | Writing Table |
| 149 | Water filter (10.00 litter Capacity ) |
| 150 | CC Side Drain = 0.360 Km |
| 151 | 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 offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 152 | 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 an shuttering in:a) Foundations and plinth |
| 153 | Centering and shuttering including strutting , propping etc, and removal of form work for :-b) Walls including attached buttresses, pilasters etc. |
| 154 | 12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand) |
| 155 | Neat Cement Punning |
