b s r - buildings dept- batticaloa

Dem.A - DEMOLISHERA001Brick work in cement, demolished bricks stacked and debris cleared.Per 2.83 Cu.m.2.50DayLabourer@650.001,625.00Allow for Scaffolding150.00Sub total1,775.00O.H. 14%248.50Total2,023.50714.59Say Per Cu.m714.00A002Brick work in lime, demolished bricks stacked and debris cleared.Per 2.83 Cu.m.2.00DayLabourer@650.001,300.00Allow for Scaffolding150.00Sub total1,450.00O.H. 14%203.00Total1,653.00583.75Say Per Cu.m583.00A003Cabook masonry, in lime mortar demolished cabook stacked and debris cleared.Per 2.83 Cu.m.1.75DayLabourer@650.001,137.50Allow for Scaffolding150.00Sub total1,287.50O.H. 14%180.25Total1,467.75518.33Say Per Cu.m518.00A004Rubble masonry in cement, demolished, rubble staked and debris cleared.Per 2.83 Cu.m.2.50DayLabourer@650.001,625.00Sub total1,625.00O.H. 14%227.50Total1,852.50654.21Say Per Cu.m654.00A005Rubble masonry in lime, demolished, rubble staked and debris cleared.Per 2.83 Cu.m.2.00DayLabourer@650.001,300.00Sub total1,300.00O.H. 14%182.00Total1,482.00523.36Say Per Cu.m523.00A006Cement concrete in floor slab (150mm) demolished, and debris cleared away. (unreinforced)Per 9.29 Sq.m.4.00DayDigging - Labourer@650.002,600.00Collecting and transporting0.50DayLabourer@650.00325.00Sub total2,925.00O.H. 14%409.50Total3,334.50358.92Say Per Sq.m358.00A007Cement concrete in floor slab (75mm) demolished, and debris cleared away. (unreinforced)Per 9.29 Sq.m.2.00DayDigging - Labourer@650.001,300.00Collecting and transporting0.25DayLabourer@650.00162.50Sub total1,462.50O.H. 14%204.75Total1,667.25179.46Say Per Sq.m179.00A008Cement concrete, reinforced, demolished in suspended floors 100mm, reinforcement removed and debris cleared.Per 9.29 Sq.m.6.00DayDigging - Labourer@650.003,900.00Collecting and transporting0.50DayLabourer@650.00325.00Sub total4,225.00O.H. 14%591.50Total4,816.50518.44Say Per Sq.m518.00A009Drains brick demolished and debris cleared.Per 3.05 L.m.2.60hourLabourer@81.25211.25Sub total211.25O.H. 14%29.58Total240.8379.01Say Per L.m79.00A010Floors brick paved, demolished and debris cleared away. (75mm thick floor).Per 9.29 Sq.m.4.00hourLabourer@81.25325.00Add. 50% for extra difficulty162.50Sub total487.50O.H. 14%68.25Total555.7559.82Say Per Sq.m59.00A011Rendering, cement, chipped and debris cleared away from brick walls and floors.Per 9.29 Sq.m.9.00hourLabourer@81.25731.25Allow for stages25.00Sub total756.25O.H. 14%105.88Total862.1392.80Say Per Sq.m92.00A012Rendering, cement, chipped and debris cleared away from cement concrete walls and floors.Per 9.29 Sq.m.9.00hourUnskilled Labour@81.25731.25Add 50%365.63Sub total1,096.88O.H. 14%153.56Total1,250.44134.60Say Per Sq.m134.00A013Lime plastering chipped and debris cleared away.Per 9.29 Sq.m.3.00hourLabourer@81.25243.75Allow for stages.50.00Sub total293.75O.H. 14%41.13Total334.8836.05Say Per Sq.m36.00A014Cement plastering, chipped and debris cleared away.Per 9.29 Sq.m.1.125DayLabourer@650.00731.25Allow for scaffolding150.00Sub total881.25O.H. 14%123.38Total1,004.63108.14Say Per Sq.m108.10A015Cement plastering, soffit chipped and debris cleared away.Per 9.29 Sq.m.1.125DayLabourer@650.00731.25Add 25% for extra difficulty182.81Allow for scaffolding150.00Sub total1,064.06O.H. 14%148.97Total1,213.03130.57Say Per Sq.m130.00A016Tiles, glazed demolished and debris cleared.Per 9.29 Sq.m.2.00DayLabourer@650.001,300.00Sub total1,300.00O.H. 14%182.00Total1,482.00159.52Say Per Sq.m159.00A017Water proof treatment of bitumen taken off from flat roof and debris cleared away.Per 9.29 Sq.m.2.00DayLabourer@650.001,300.00Sub total1,300.00O.H. 14%182.00Total1,482.00159.52Say Per Sq.m159.00A018Corrugated sheets, iron, asbestos or aluminium alloy removed from roofs or walls of single storey building and stacked.Per 9.29 Sq.m.3.00hourLabourer@81.25243.752.00hourBlack Smith@125.00250.00Allow for scaffolding.150.00Sub total643.75O.H. 14%90.13Total733.8878.99Say Per Sq.m78.90A019Corrugated sheets, iron, asbestos or aluminium alloy removed from roofs or walls of two storey building and stacked.Per 9.29 Sq.m.3.00hourLabourer@81.25243.752.00hourBlack Smith@125.00250.000.50hourAdd- for extra height- Labour@81.2540.63Allow for scaffolding.250.00Sub total784.38O.H. 14%109.81Total894.1996.25Say Per Sq.m96.20A020Corrugated sheets, iron, asbestos or aluminium alloy removed from roofs or walls of three storey building and stacked.Per 9.29 Sq.m.3.00hourLabourer@81.25243.752.00hourBlack Smith@125.00250.000.50hourAdd- for extra height- Labour@81.2540.63Allow for scaffolding.350.00Sub total884.38O.H. 14%123.81Total1,008.19108.52Say Per Sq.m108.50A021Roof, removing Corrugated sheets, iron, asbestos or aluminium alloy and timber, stacking serviceable material and clearing debris in single storey buildings.Per 9.29 Sq.m.6.00hourLabourer@81.25487.502.00hourCarpenter@125.00250.00Allow for scaffolding.180.00Sub total917.50O.H. 14%128.45Total1,045.95112.59Say Per Sq.m112.00A022Roof, removing Corrugated sheets, iron, asbestos or aluminium alloy and timber, stacking serviceable material and clearing debris in two storey buildings.Per 9.29 Sq.m.6.00hourLabourer@81.25487.502.00hourCarpenter@125.00250.002.00hourAdd- for extra height- 2 Labours 1 hr.@81.25162.50Allow for scaffolding.250.00Sub total1,150.00O.H. 14%161.00Total1,311.00141.11Say Per Sq.m141.00A023Roof, removing Corrugated sheets, iron, asbestos or aluminium alloy and timber, stacking serviceable material and clearing debris in three storey buildings.Per 9.29 Sq.m.6.00hourLabourer@81.25487.502.00hourCarpenter@125.00250.004.00hourAdd- for extra height-4 Labours 1 hr.@81.25325.00Allow for scaffolding.350.00Sub total1,412.50O.H. 14%197.75Total1,610.25173.33Say Per Sq.m173.00A024Roof, removing tiles and timber, stacking serviceable material and clearing debris in single storeyed buildingsPer 9.29 Sq.m.1.00DayLabourer@650.00650.000.25DayCarpenter@1,000.00250.00Allow for stages50.00Sub total950.00O.H. 14%133.00Total1,083.00116.57Say Per Sq.m116.00A025Roof, removing tiles and timber, stacking serviceable material and clearing debris in two storeyed buildingsPer 9.29 Sq.m.1.00DayLabourer@650.00650.000.25DayCarpenter@1,000.00250.000.50DayAdd- for extra -2 Labours 1/4 day@650.00325.00Allow for scaffolding.250.00Sub total1,475.00O.H. 14%206.50Total1,681.50181.00Say Per Sq.m180.00A026Roof, removing tiles and timber, stacking serviceable material and clearing debris in three storeyed buildingsPer 9.29 Sq.m.1.00DayLabourer@650.00650.000.25DayCarpenter@1,000.00250.001.00DayAdd- for extra -4 Labours 1/4 day@650.00650.00Allow for scaffolding.350.00Sub total1,900.00O.H. 14%266.00Total2,166.00233.15Say Per Sq.m233.00A027Tiles Calicut or half round, removed from roof of single storey buildings and stacked at site.Per 9.29 Sq.m.4.00hourLabourer@81.25325.00Allow for stages50.00Sub total375.00O.H. 14%52.50Total427.5046.02Say Per Sq.m46.00A028Tiles Calicut or half round, removed from roof of two storey buildings and stacked at site.Per 9.29 Sq.m.4.00hourLabourer@81.25325.002.00hourAdd 2 labourers 1 hr.@81.25162.50Allow for scaffolding180.00Sub total667.50O.H. 14%93.45Total760.9581.91Say Per Sq.m81.90A029Tiles Calicut or half round, removed from roof of three storey buildings and stacked at site.Per 9.29 Sq.m.4.00hourLabourer@81.25325.004.00hourAdd 4 labourers 1 hr.@81.25325.00Allow for scaffolding350.00Sub total1,000.00O.H. 14%140.00Total1,140.00122.71Say Per Sq.m122.70A030Ceiling, existing, removed materials stacked and debris cleared.Per 9.29 Sq.m.1.50hourCarpenter@125.00187.503.00hourLabourer@81.25243.75Allow for scaffolding.180.00Sub total611.25O.H. 14%85.58Total696.8375.01Say Per Sq.m75.00A031Ceiling asbestos removing including timber frame work, stacking serviceable materials and debris cleared away in single storeyed building.Per 9.29 Sq.m.1.00DayCarpenter@1,000.001,000.001.00DayLabourer@650.00650.00Allow for scaffolding180.00Sub total1,830.00O.H. 14%256.20Total2,086.20224.56Say Per Sq.m224.00A032Ceiling asbestos removing including timber frame work, stacking serviceable materials and debris cleared away in two storeyed building.Per 9.29 Sq.m.1.00DayCarpenter@1,000.001,000.001.00DayLabourer@650.00650.000.50DayAdd 2 labourers 1/4 day@650.00325.00Allow for scaffolding180.00Sub total2,155.00O.H. 14%301.70Total2,456.70264.44Say Per Sq.m264.00A033Valance / barge boarding removed, materials stacked and debris cleared away in single storeyed building.Per 12.19 L.m.2.00hourLabourer@81.25162.50Allow for scaffolding180.00Sub total342.50O.H. 14%47.95Total390.4532.03Say Per L.m32.00A034Valance / barge boarding removed, materials stacked and debris cleared away in two storeyed building.Per 12.19 L.m.3.00hourLabourer@81.25243.75Allow for scaffolding250.00Sub total493.75O.H. 14%69.13Total562.8846.17Say Per L.m46.10A035Door or window, size up to 3.7 sq.m removed from existing walls and stacked.Per No.1.00DayLabourer ( 2 lab. 1/2 day)@650.00650.00Sub total650.00O.H. 14%91.00Total741.00Say Per No.741.00A036Door or window, size over 3.7 sq.m removed from existing walls and stacked.Per No.1.50DayLabourer ( 3 lab. 1/2 day)@650.00975.00Sub total975.00O.H. 14%136.50Total1,111.50Say Per No.1,111.00A037Door or window, sash only, size up to 3.7 sq.m removed from existing walls and stacked.Per No.0.50hourCarpenter@81.2540.630.50hourLabourer@125.0062.50Sub total103.13O.H. 14%14.44Total117.56Say Per No.117.00A038Door or window, sash only, size over 3.7 sq.m removed from existing walls and stacked.Per No.0.75hourCarpenter@81.2560.940.75hourLabourer@125.0093.75Sub total154.69O.H. 14%21.66Total176.34Say Per No.176.00A039Glass panes in door, window and fanlights removed and stacked.Per 0.557 Sq.m - 8 panes1.50hourCarpenter@125.00187.50Sub total187.50O.H. 14%26.25Total213.75383.75Say Per Sq.m383.00A040Partitions removed and stacking at site, including making good to walls and floors.Per 9.755 Sq.m - (4.572x2.134)1.00DayCarpenter@1,000.001,000.000.25DayMason@1,000.00250.002.00DayLabourer@650.001,300.00Allow for stages100.00Allow for cement, sand etc.100.00Sub total2,750.00O.H. 14%385.00Total3,135.00321.37Say Per Sq.m321.00A041Expanded metal removed from existing frames and stacked.Per 0.836 Sq.m -(0.914x0.914)1.00hourCarpenter@81.2581.251.00hourLabourer@125.00125.00Sub total206.25O.H. 14%28.88Total235.13281.25Say Per Sq.m281.00A042Down pipes, 100mm to 150mm dia G.I. old or decayed, removed from existing building and stacked.Per 3.658 L.m.1.00hourLabourer@81.2581.25Sub total81.25O.H. 14%11.38Total92.6325.32Say Per L.m25.30A043Gutter, eaves, removed and stacked from roof of single storeyed building.Per 12.19 L.m.2.00hourLabourer@81.25162.50Allow for scaffolding180.00Sub total342.50O.H. 14%47.95Total390.4532.03Say Per L.m32.00A044Gutter, eaves, removed and stacked from roof of two storeyed building.Per 12.19 L.m.2.00hourLabourer@81.25162.50Add 50%81.25Allow for scaffolding250.00Sub total493.75O.H. 14%69.13Total562.8846.17Say Per L.m46.10A045Gutter, eaves, removed and stacked from roof of three storeyed building.Per 12.19 L.m.2.00hourLabourer@81.25162.50Add 100%162.50Allow for scaffolding350.00Sub total675.00O.H. 14%94.50Total769.5063.12Say Per L.m63.10A046Gate sash removed and stacked after demolishing cement concrete blocks or removing posts and separating pintles. ( Demolishing brick work where necessary paid for separately)Per No.1.00DayLabourer ( 2 lab. 1/2 day)@650.00650.00Sub total650.00O.H. 14%91.00Total741.00Say Per No.741.00A047Fence uprooted, barbed wire rolled up and all materials stacked (length of the fencing to be measured).Per 15.24 L.m.3.00hourLabourer - Digging up 6 posts@81.25243.752.00DayLabourer - Dismantling and rolling@650.001,300.00Sub total243.75O.H. 14%34.13Total277.8818.23Say Per L.m.18.20A048Cadjan roofing or walling dismantled, timber stacked and debris cleared.Per 9.29 Sq.m.0.50hourThatcher@125.0062.501.00hourLabourer@81.2581.25Sub total143.75O.H. 14%20.13Total163.8817.64Say Per Sq.m17.60A049Cutting down trees girth not exceeding 600mm, grubbing up roots & fill in excavationPer No.5.00hourLabourer@81.25406.25Sub total406.25O.H. 14%56.88Total463.13Say Per No.463.00A050Cutting down trees uprooting and grubbing girth exceeding 600mm but less than 900mm excavation filled in earth logging and stacking.Per No.7.00hourLabourer@81.25568.75Sub total568.75O.H. 14%79.63Total648.38Say Per No.648.00A051Cutting down trees uprooting and grubbing girth exceeding 900mm but less than 1200mm excavation filled in earth, logging and stacking.Per No.16.00hourLabourer@81.251,300.00Sub total1,300.00O.H. 14%182.00Total1,482.00Say Per No.1,482.00A052Cutting down trees, uprooting and grubbing girth exceeding 1200mm excavation filled in earth, rate to include logging and stacking.Per No.20.00hourLabourer@81.251,625.00Sub total1,625.00O.H. 14%227.50Total1,852.50Say Per No.1,852.00

Exc.B - EXCAVATORB001Drains, earth, in any soil except rock requiring blasting cut to gradient and shaped as directed, soil deposited within site.Per 2.83 Cu.m11.00hourLabourer@81.25893.750.33Basket@125.0041.25Sub total935.00O.H. 14%130.90Total1,065.90376.42Say per Cu.m376.00B002Excavation for foundation in any material except rock requiring blasting part return fill in and ram and surplus disposed within the site as directed.Per 2.83 Cu.m13.00hourLabourer@81.251,056.250.33Basket@125.0041.25Sub total1,097.50O.H. 14%153.65Total1,251.15441.84Say per Cu.m441.00B003Excavation for Well or Pit up to 1.5 m from ground level in any material except rock requiring blasting part return fill in and ram and surplus disposed within the site as directed.Per 2.83 Cu.m1.50DayLabourer@650.00975.000.33Basket@125.0041.25Sub total1,016.25O.H. 14%142.28Total1,158.53409.13Say per Cu.m400.00B004Excavation for Well or Pit, from 1.5 m to 3.0 m, in any material except rock requiring blasting part return fill in and ram and surplus disposed within the site as directed.Per 2.83 Cu.m1.50DayLabourer@650.00975.000.50hourAdd extra labourer@650.00325.000.33Basket@125.0041.25Sub total1,341.25O.H. 14%187.78Total1,529.03539.97Say per Cu.m530.00B005Excavation for Well or Pit, from 3.0 m to 4.5 m, in any material except rock requiring blasting part return fill in and ram and surplus disposed within the site as directed.Per 2.83 Cu.m1.50DayLabourer@650.00975.001.00DayAdd extra labourer@650.00650.000.33Basket@125.0041.25Sub total1,666.25O.H. 14%233.28Total1,899.53670.81Say per Cu.m670.00B006Excavation for Well, from 4.5 m to 6.0 m, in any material except rock requiring blasting part return fill in and ram and surplus disposed within the site as directed.Per 2.83 Cu.m1.50DayLabourer@650.00975.001.50DayAdd extra labourer@650.00975.000.33Basket@125.0041.25Sub total1,991.25O.H. 14%278.78Total2,270.03801.65Say per Cu.m800.00B007Excavation for Well, from 6.0 m to 7.5 m, in any material except rock requiring blasting part return fill in and ram and surplus disposed within the site as directed.Per 2.83 Cu.m1.50DayLabourer@650.00975.002.00DayAdd extra labourer@650.001,300.000.33Basket@125.0041.25Sub total2,316.25O.H. 14%324.28Total2,640.53932.49Say per Cu.m930.00B008Excavation for Well or Pit, from 1.5 m to 3.0 m, in Soft rock, except rock requiring blasting, surplus disposed within the site as directed.Per 2.83 Cu.m3.00DayLabourer@650.001,950.001.00DayAdd extra labourer@650.00650.000.33Basket@125.0041.25Sub total2,641.25O.H. 14%369.78Total3,011.031,063.34Say per Cu.m1,060.00B009Excavation for Well or Pit, from 3.0 m to 4.5 m, in Soft rock, except rock requiring blasting, surplus disposed within the site as directed.Per 2.83 Cu.m3.00DayLabourer@650.001,950.001.50DayAdd extra labourer@650.00975.000.33Basket@125.0041.25Sub total2,966.25O.H. 14%415.28Total3,381.531,194.18Say per Cu.m1,190.00B010Excavation for Well, from 4.5 m to 6.0 m, in Soft rock, except rock requiring blasting, surplus disposed within the site as directed.Per 2.83 Cu.m3.00DayLabourer@650.001,950.002.00DayAdd extra labourer@650.001,300.000.33Basket@125.0041.25Sub total3,291.25O.H. 14%460.78Total3,752.031,325.02Say per Cu.m1,320.00B011Excavation for Well, from 6.0 m to 7.5 m, in Soft rock, except rock requiring blasting, surplus disposed within the site as directed.Per 2.83 Cu.m3.00DayLabourer@650.001,950.002.50DayAdd extra labourer@650.001,625.000.33Basket@125.0041.25Sub total3,616.25O.H. 14%506.28Total4,122.531,455.86Say per Cu.m1,450.00B012Excavation & levelling site in any material except rock requiring blasting surplus disposed including transport up to 0.4Km.depositing and levelling.Per 2.83 Cu.m8.00hourLabourer@81.25650.000.33Basket@125.0041.250.50hourTractor@550.00275.00Sub total966.25O.H. 14%135.28Total1,101.53389.00Say per Cu.m389.00B013Filling under floors with gravel or other approved quality of filling, spread, watered and well rammed in 75mm layers (Materials available at site.)Per 2.83 Cu.m14.00hourLabourer@81.251,137.500.33Basket@125.0041.25Sub total1,178.75O.H. 14%165.03Total1,343.78474.55Say per Cu.m474.00B014Filling under floors with gravel or other approved quality filling spread watered and well rammed in 75mm layers. (1.6Km) transported.Per 2.83 Cu.m2.00DayLabourer@650.001,300.002.83Cu.m.Gravel / earth with 1.6km transport@800.002,264.00Compensation for earth226.400.33Basket@125.0041.25Sub total3,831.65O.H. 14%536.43Total4,368.081,542.58Say per Cu.m1,542.00B015Filling under floors with gravel or other approved quality of filling, spread, watered and rammed in 75mm layers (6.4 km transport).Per 2.83 Cu.m2.00DayLabourer@650.001,300.002.83Cu.m.Gravel / earth with 1.6km transport@800.002,264.00Compensation for earth226.400.33Basket@125.0041.25Allow for Extra Transport319.41Sub total4,151.06O.H. 14%581.15Total4,732.211,671.17Say per Cu.m1,671.00B016Filling around the building with gravel or other approved quality filling spread watered and well rammed. (1.6Km) transported.Per 2.83 Cu.m1.00DayLabourer@650.00650.002.83Cu.m.Gravel / earth with 1.6km transport@800.002,264.00Compensation for earth226.400.33Basket@125.0041.25Sub total3,181.65O.H. 14%445.43Total3,627.081,280.89Say per Cu.m1,280.00B017Filling around the building with gravel or other approved quality of filling, spread, watered and well rammed. (6.4 km transport).Per 2.83 Cu.m1.00DayLabourer@650.00650.002.83Cu.m.Gravel / earth with 1.6km transport@800.002,264.00Compensation for earth226.400.33Basket@125.0041.25Allow for Extra Transport319.41Sub total3,501.06O.H. 14%490.15Total3,991.211,409.48Say per Cu.m1,409.00

Conc.C - CONCRETERC001Cement concrete 1:3:6(50), above 3 Cu.m.Per 2.83 Cu.m8.00DayLabourer@650.005,200.001.00DayMason@1,000.001,000.0011.25BagCement@749.008,426.251.59Cu.m.Sand@2,000.003,180.002.83Cu.m.Metal 50mm@3,625.0010,258.75Allow for water50.000.67No.Basket@125.0083.75Sub total28,198.75O.H. 14%3,947.83Total32,146.5811,352.47Say per Cu.m11,350.00C002Cement concrete 1:3:6(50), up to 3 Cu.m.Per 2.83 Cu.mAs in item C00128,198.75Add 25% of cost of labour1,550.00Sub total29,748.75O.H. 14%4,164.83Total33,913.5811,976.49Say per Cu.m11,970.00C003Cement concrete 1:3:6(40), above 3 Cu.m.Per 2.83 Cu.m8.00DayLabourer@650.005,200.001.00DayMason@1,000.001,000.0011.25BagCement@749.008,426.251.59Cu.m.Sand@2,000.003,180.002.83Cu.m.Metal 40mm@4,085.0011,560.55Allow for water50.000.67No.Basket@125.0083.75Sub total29,500.55O.H. 14%4,130.08Total33,630.6311,876.56Say per Cu.m11,870.00C004Cement concrete 1:3:6(40), up to 3 Cu.m.Per 2.83 Cu.mAs in item C00329,500.55Add 25% of cost of labour1,550.00Sub total31,050.55O.H. 14%4,347.08Total35,397.6312,500.57Say per Cu.m12,500.00C005Cement concrete 1:3:6(25), above 3 Cu.m.Per 2.83 Cu.m8.00DayLabourer@650.005,200.001.00DayMason@1,000.001,000.0011.25BagCement@749.008,426.251.59Cu.m.Sand@2,000.003,180.002.83Cu.m.Metal 25mm@4,155.0011,758.65Allow for water50.000.67No.Basket@125.0083.75Sub total29,698.65O.H. 14%4,157.81Total33,856.4611,956.32Say per Cu.m11,950.00C006Cement concrete 1:3:6(25), up to 3 Cu.m.Per 2.83 Cu.mAs in item C00529,698.65Add 25% of cost of labour1,550.00Sub total31,248.65O.H. 14%4,374.81Total35,623.4612,580.33Say per Cu.m12,580.00C007Cement concrete 1:2 1/2:5(25), above 3 Cu.m.Per 2.83 Cu.m8.00DayLabourer@650.005,200.001.00DayMason@1,000.001,000.0013.60BagCement@749.0010,186.401.70Cu.m.Sand@2,000.003,400.002.83Cu.m.Metal 25mm@4,155.0011,758.65Allow for water50.000.67No.Basket@125.0083.75Sub total31,678.80O.H. 14%4,435.03Total36,113.8312,753.50Say per Cu.m12,750.00C008Cement concrete 1:2 1/2:5(25), up to 3 Cu.m.Per 2.83 Cu.mAs per in Item C00731,678.80Add 25% of cost of labour1,550.00Sub total33,228.80O.H. 14%4,652.03Total37,880.8313,377.51Say per Cu.m13,370.00C009Cement concrete 1:2:4(20), above 3 Cu.m. - Ground floorPer 2.83 Cu.m8.00DayLabourer@650.005,200.001.00DayMason@1,000.001,000.0016.00BagCement@749.0011,984.001.70Cu.m.Sand@2,000.003,400.002.83Cu.m.Metal 20mm@5,000.0014,150.00Allow for water50.000.67No.Basket@125.0083.75Sub total35,867.75O.H. 14%5,021.49Total40,889.2414,439.92Say per Cu.m14,430.00C010Cement concrete 1:2:4(20), above 3 Cu.m. - First floorPer 2.83 Cu.mAs per Item No C00935,867.752.00DayLabourer@650.001,300.00Sub total37,167.75O.H. 14%5,203.49Total42,371.2414,963.29Say per Cu.m14,960.00C011Cement concrete 1:2:4(20), above 3 Cu.m. - Second floorPer 2.83 Cu.mAs per Item No C00935,867.755.00DayLabourer@650.003,250.00Sub total39,117.75O.H. 14%5,476.49Total44,594.2415,748.33Say per Cu.m15,740.00C012Cement concrete 1:2:4(20), up to 3 Cu.m. - Ground FloorPer 2.83 Cu.mAs per in Item C00935,867.75Add 25% of cost of labour1,550.00Sub total37,417.75O.H. 14%5,238.49Total42,656.2415,063.93Say per Cu.m15,060.00C013Cement concrete 1:2:4(20), up to 3 Cu.m. - First FloorPer 2.83 Cu.mAs per in Item C00935,867.75Add 25% of cost of labour1,550.002.00DayLabourer@650.001,300.00Sub total38,717.75O.H. 14%5,420.49Total44,138.2415,587.30Say per Cu.m15,580.00C014Cement concrete 1:2:4(20), up to 3 Cu.m. - Second FloorPer 2.83 Cu.mAs per in Item C00935,867.75Add 25% of cost of labour1,550.005.00DayLabourer@650.003,250.00Sub total40,667.75O.H. 14%5,693.49Total46,361.2416,372.34Say per Cu.m16,370.00C01575 mm thick floor Cement concrete 1:3:6(50).Per 9.29 Sq.m2.00DayLabourer@650.001,300.000.75DayMason@1,000.00750.002.85BagCement@749.002,134.650.40Cu.m.Sand@2,000.00800.000.71Cu.m.Metal 50mm@3,625.002,573.75Allow for water50.00Allow for ramming and levelling75.00Sub total7,683.40O.H. 14%1,075.68Total8,759.08942.82Say per Sq.m940.00C01675 mm thick floor Cement concrete 1:3:6(40).Per 9.29 Sq.m2.00DayLabourer@650.001,300.000.75DayMason@1,000.00750.002.85BagCement@749.002,134.650.40Cu.m.Sand@2,000.00800.000.71Cu.m.Metal 40mm@4,085.002,900.35Allow for water50.00Allow for ramming and levelling75.00Sub total8,010.00O.H. 14%1,121.40Total9,131.40982.90Say per Sq.m982.00C01775 mm thick floor Cement concrete 1:2 1/2:5(25).Per 9.29 Sq.m2.00DayLabourer@650.001,300.000.75DayMason@1,000.00750.003.50BagCement@749.002,621.500.42Cu.m.Sand@2,000.00840.000.71Cu.m.Metal 25mm@4,155.002,950.05Allow for water50.00Allow for ramming and levelling75.00Sub total8,586.55O.H. 14%1,202.12Total9,788.671,053.64Say per Sq.m1,050.00C018Lintol 112mm x 150mm, cement concrete1:2:4(20), Including form work (Reinforcement paid separately).Per 3.05m2.00hourMason@125.00250.002.00hourCarpenter@125.00250.006.00hourLabourer@81.25487.500.30BagCement@749.00224.700.03Cu.m.Sand@2,000.0060.000.06Cu.m.Metal 20mm@5,000.00300.001.30Sq.m.Timber planks 25mm class III. (1/4 cost)@425.00552.50Allow for Timber props & nails.150.00Sub total2,274.70O.H. 14%318.46Total2,593.16850.77Say per L.m850.00C019Lintol 225mm x 150mm, cement concrete1:2:4(20), Including form work (Reinforcement paid separately).Per 3.05m2.00hourMason@125.00250.002.00hourCarpenter@125.00250.006.00hourLabourer@81.25487.500.60BagCement@749.00449.400.06Cu.m.Sand@749.0044.940.10Cu.m.Metal 20mm@5,000.00500.001.58Sq.m.Timber planks 25mm class III. (1/4 cost)@425.00671.50Allow for Timber props & nails.150.00Sub total2,803.34O.H. 14%392.47Total3,195.811,048.49Say per L.m1,048.00C020Lintol 225mm x 225mm, cement concrete1:2:4(20), Including form work (Reinforcement paid separately).Per 4.57m4.00hourMason@125.00500.003.00hourCarpenter@125.00375.0011.00hourLabourer@81.25893.751.35BagCement@749.001,011.150.11Cu.m.Sand@2,000.00220.000.23Cu.m.Metal 20mm@5,000.001,150.003.16Sq.m.Timber planks 25mm class III. (1/4 cost)@425.001,343.00Allow for nails & props.150.00Sub total5,642.90O.H. 14%790.01Total6,432.911,407.02Say per L.m1,407.00C021Lintol 300mm x 225mm, cement concrete1:2:4(20), Including form work (Reinforcement paid separately).Per 4.57m0.50DayMason@1,000.00500.000.50DayCarpenter@1,000.00500.001.50DayLabourer@650.00975.001.85BagCement@749.001,385.650.14Cu.m.Sand@2,000.00280.000.31Cu.m.Metal 20mm@5,000.001,550.003.35Sq.m.Timber planks 25mm class III. (1/4 cost)@425.001,423.75Allow for nails & props.150.00Sub total6,764.40O.H. 14%947.02Total7,711.421,686.66Say per L.m1,686.00C022Lintol 337mm x 150mm, cement concrete1:2:4(20), Including form work (Reinforcement paid separately).Per 4.57m0.50DayMason@1,000.00500.000.50DayCarpenter@1,000.00500.001.50DayLabourer@650.00975.001.40BagCement@749.001,048.600.11Cu.m.Sand@2,000.00220.000.23Cu.m.Metal 20mm@5,000.001,150.002.23Sq.m.Timber planks 25mm class III. (1/4 cost)@425.00947.75Allow for nails & props.150.00Sub total5,491.35O.H. 14%768.79Total6,260.141,369.23Say per L.m1,369.00C023Lintol 337mm x 225mm, cement concrete1:2:4(20), Including form work (Reinforcement paid separately).Per 4.57m5.00hourMason@125.00625.000.50DayCarpenter@1,000.00500.001.75DayLabourer@650.001,137.502.12BagCement@749.001,587.880.17Cu.m.Sand@2,000.00340.000.33Cu.m.Metal 20mm@5,000.001,650.003.53Sq.m.Timber planks 25mm class III. (1/4 cost)@425.001,500.25Allow for nails & props.150.00Sub total7,490.63O.H. 14%1,048.69Total8,539.321,867.74Say per L.m1,867.00C024Lintol 337mm x 300mm, cement concrete1:2:4(20), Including form work (Reinforcement paid separately).Per 6.10m1.00DayMason@1,000.001,000.000.75DayCarpenter@1,000.00750.002.75DayLabourer@650.001,787.503.50BagCement@749.002,621.500.31Cu.m.Sand@2,000.00620.000.60Cu.m.Metal 20mm@5,000.003,000.003.90Sq.m.Timber planks 25mm class III. (1/4 cost)@425.001,657.50Allow for nails & props.150.00Sub total11,586.50O.H. 14%1,622.11Total13,208.612,166.77Say per L.m2,166.00C025Cement concrete 1:2 1/2:5(25) Using concrete mixture and vibrator (R/F & Shuttering paid separately).Per 2.83 Cu.m6.00DayLabourer@650.003,900.001.00DayMason@1,000.001,000.0014.00Bagcement@749.0010,486.001.70Cu.m.sand@2,000.003,400.002.83Cu.m.Metal 25mm@4,155.0011,758.650.67No.Basket@125.0083.752.67hr1/3 day hire of mixer and vibrator etc.750.002,002.50Allow for water & curing50.00Sub total32,680.90O.H. 14%4,575.33Total37,256.2313,156.93Say per Cu.m13,150.00C026Cement concrete 1:1 1/2:3(20) in ground floor, using concrete mixture and vibrator (R/F & Shuttering paid separately).Per 2.83 Cu.m6.00DayLabourer@650.003,900.001.00DayMason@1,000.001,000.0022.60Bagcement@749.0016,927.401.78Cu.m.sand@2,000.003,560.002.83Cu.m.Metal 25mm@5,000.0014,150.000.67No.Basket@125.0083.752.67hr1/3 day hire of mixer and vibrator etc.750.002,002.50Allow for water & curing50.00Sub total41,673.65O.H. 14%5,834.31Total47,507.9616,777.31Say per Cu.m16,770.00C027Cement concrete 1:1 1/2:3(20) in first floor, using concrete mixture and vibrator (R/F & Shuttering paid separately).Per 2.83 Cu.mAs per Item 2641,673.652.00DayAdd Labours@650.001,300.00Sub total42,973.65O.H. 14%6,016.31Total48,989.9617,300.67Say per Cu.m17,300.00C028Cement concrete 1:1 1/2:3(20) in Second floor, using concrete mixture and vibrator (R/F & Shuttering paid separately).Per 2.83 Cu.mAs per Item 2641,673.655.00DayAdd Labours@650.003,250.00Sub total44,923.65O.H. 14%6,289.31Total51,212.9618,085.72Say per Cu.m18,080.00C029Cement concrete 1:2:4(20) in column shafts in ground floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 2.83 Cu.m6.00DayLabourer@650.003,900.001.00DayMason@1,000.001,000.0018.00Bagcement@749.0013,482.001.70Cu.m.sand@2,000.003,400.002.83Cu.m.Metal 20mm@5,000.0014,150.000.67No.Basket@125.0083.75Allow for water and curing50.002.67hr.Mixer vibrator operators fuel etc750.002,002.50.Sub total38,068.25O.H. 14%5,329.56Total43,397.8115,325.82Say per Cu.m15,320.00C030Cement concrete 1:2:4(20) in column shafts in First floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 2.83 Cu.mAs per Item 2938,068.252.00DayAdd Labours@650.001,300.00Sub total39,368.25O.H. 14%5,511.56Total44,879.8115,849.18Say per Cu.m15,840.00C031Cement concrete 1:2:4(20) in column shafts in Second floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 2.83 Cu.mAs per Item 2938,068.255.00DayAdd Labours@650.003,250.00Sub total41,318.25O.H. 14%5,784.56Total47,102.8116,634.23Say per Cu.m16,630.00C032Cement concrete 1:2:4(20) in Beams in ground floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 5.66 Cu.m16.00DayLabourer@650.0010,400.002.50DayMason@1,000.002,500.0036.00Bagcement@749.0026,964.003.40Cu.m.sand@2,000.006,800.005.10Cu.m.Metal 20mm@5,000.0025,500.001.33No.Basket@125.00166.255.33hr.Mixer, vibrator, fuel and operators.@750.003,997.50Allow for curing and water50.00Sub total76,377.75O.H. 14%10,692.89Total87,070.6415,375.35Say per Cu.m15,370.00C033Cement concrete 1:2:4(20) in Beams in First floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 5.66 Cu.mAs per Item 3276,377.752.00DayAdd Labours@650.001,300.00Sub total77,677.75O.H. 14%10,874.89Total88,552.6415,637.05Say per Cu.m15,630.00C034Cement concrete 1:2:4(20) in Beams in Second floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 5.66 Cu.mAs per Item 3276,377.755.00DayAdd Labours@650.003,250.00Sub total79,627.75O.H. 14%11,147.89Total90,775.6416,029.60Say per Cu.m16,020.00C035Cement concrete 1:2:4(20) in Lintols in ground floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 2.83 Cu.m6.00DayLabourer@650.003,900.002.00DayMason@1,000.002,000.0018.00Bagcement@749.0013,482.001.70Cu.m.sand@2,000.003,400.002.55Cu.m.Metal 20mm@5,000.0012,750.000.67No.Basket@125.0083.754.00hr.Mixer, vibrator, fuel and operators.@750.003,000.00Allow for curing and water50.00Sub total38,665.75O.H. 14%5,413.21Total44,078.9615,566.36Say per Cu.m15,560.00C036Cement concrete 1:2:4(20) in Lintols in First floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 2.83 Cu.mAs per Item 3538,665.752.00DayAdd Labours@650.001,300.00Sub total39,965.75O.H. 14%5,595.21Total45,560.9616,089.73Say per Cu.m16,080.00C037Cement concrete 1:2:4(20) in Lintols in Second floor using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 2.83 Cu.mAs per Item 3538,665.755.00DayAdd Labours@650.003,250.00Sub total41,915.75O.H. 14%5,868.21Total47,783.9616,874.77Say per Cu.m16,870.00C038Cement concrete 1:2:4(20) in RCC first floor slab, using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 7.55 Cu.m24.00DayLabourer@650.0015,600.004.00DayMason@1,000.004,000.0045.33Bagcement@749.0033,952.174.53Cu.m.sand@2,000.009,060.006.80Cu.m.Metal 20mm@5,000.0034,000.000.67No.Basket@125.0083.758.00hr.Mixer, vibrator, fuel and operators.@750.006,000.00Allow for curing and water100.00Sub total102,795.92O.H. 14%14,391.43Total117,187.3515,533.85Say per Cu.m15,530.00C039Cement concrete 1:2:4(20) in RCC Second floor slab, using mixer and vibrator. (Reinforcement, shuttering & finishes paid for separately)Per 7.55 Cu.mAs per Item 38102,795.925.00DayAdd Labours@650.003,250.00Sub total106,045.92O.H. 14%14,846.43Total120,892.3516,024.97Say per Cu.m16,020.00C040100mm thick RCC 1:2:4(20) cement conc. in first floor slab (Reinforcement, shuttering and finishes paid for separately) using mixer & VibratorPer 74.32 Sq.m24.00dayLabourer@650.0015,600.004.00dayMason@1,000.004,000.0045.33Bagcement@749.0033,952.174.53Cu.m.sand@2,000.009,060.006.80Cu.m.Metal 20mm@5,000.0034,000.000.67No.Basket@125.0083.758.00hr.Mixer, vibrator, fuel and operators.@750.006,000.00Allow for curing and water100.00Sub total102,795.92O.H. 14%14,391.43Total117,187.351,576.75Say per Sq.m1,576.00C041100mm thick RCC 1:2:4(20) cement conc. in second floor slab (Reinforcement, shuttering and finishes paid for separately) using mixer & VibratorPer 74.32 Sq.mAs per Item 40102,795.925.00dayAdd Labours@650.003,250.00Sub total106,045.92O.H. 14%14,846.43Total120,892.351,626.60Say per Sq.m1,626.00C042125mm thick RCC 1:2:4(20) cement conc. in first floor slab (Reinforcement, shuttering and finishes paid for separately) using mixer & VibratorPer 74.32 Sq.m25.00dayUnskilled Labour@650.0016,250.004.00daySkilled Labour@1,000.004,000.0056.67Bagcement@749.0042,445.835.67Cu.m.sand@2,000.0011,340.008.50Cu.m.Metal 20mm@5,000.0042,500.000.67No.Basket@125.0083.758.00hr.Mixer, vibrator, fuel and operators.@750.006,000.00Allow for curing and water100.00Sub total122,719.58O.H. 14%17,180.74Total139,900.321,882.35Say per Sq.m1,882.00C043125mm thick RCC 1:2:4(20) cement conc. in second floor slab (Reinforcement, shuttering and finishes paid for separately) using mixer & VibratorPer 74.32 Sq.mAs per Item 42122,719.585.00dayAdd Labours@650.003,250.00Sub total125,969.58O.H. 14%17,635.74Total143,605.321,932.20Say per Sq.m1,932.00C044Channels 50mm semi circular, formed in cement concrete floors and 12mm thick 1:2cement rendering (extra over conc. floors.)Per 3.05m1.00hourLabourer@81.2581.252.00hourMason@125.00250.00Allow for cement & sand100.00Sub total431.25O.H. 14%60.38Total491.63161.29Say per L.m161.00C045Channels 100mm semi circular, formed in cement concrete floors and 12mm thick 1:2cement rendering (extra over conc. floors.)Per 3.05m2.00hourLabourer@81.25162.504.00hourMason@125.00500.00Allow for cement & sand100.00Sub total762.50O.H. 14%106.75Total869.25285.19Say per L.m285.00C046Corbel stone 150mmx225mmx375mm in cement conc. 1:2:4(20) reinforced with 4 Nos. 10mm rods up to 0.03 Cu.m. in volume.Per No.0.75hourLabourer@81.2560.940.75hourMason@125.0093.750.014Cu.m.Materials for conc. as Item C009@29,667.75415.350.84Kg.Mild steel@100.0084.00Allow for moulds and curing.50.00Sub total704.04O.H. 14%98.57Total802.60Say per No.800.00C047Curb in 1:2:4(20) cement concrete, 225mm high 75mm thick, 12mm thick 1:2 cement rendering. Rate to include excavation.Per 3.05m1.00DayLabourer@650.00650.001.00DayMason@1,000.001,000.000.057Cu.m.Materials for conc. as Item C009@29,667.751,691.060.13BagCement for rendering@749.0097.37Allow for sand for rendering100.00Allow for shuttering, excavation curing etc.125.00Sub total3,663.43O.H. 14%512.88Total4,176.311,370.18Say per L.m1,370.00C048Semi circular drains without ramps in cement conc. 1:3:6(25) 225mm wide and 225mm average depth with 75mm thick sides and base inclusive of 12mm 1:3 cement rendering with expansion joints as necessary. Rate to include for excavation..Per 3.05m1.50DayLabourer@650.00975.001.00DayMason@1,000.001,000.001.25BagCement@749.00936.250.17Cu.m.Sand@2,000.00340.000.23Cu.m.Metal 25mm@4,085.00939.55Allow for shuttering, brackets etc.200.00Sub total4,390.80O.H. 14%614.71Total5,005.511,642.23Say per L.m1,640.00C049Pad stones, 337mm x 337mmx225mm in 1:2:4(20) cement conc. precast or in situ with formwork.Per 7 No8.00hourLabourer@81.25650.004.00hourMason@125.00500.001.16BagCement@749.00868.840.12Cu.m.Sand@2,000.00240.000.20Cu.m.Metal 20mm@5,000.001,000.002.24Sq.m.Timber planks 25mm class III.@425.00952.00Sub total4,210.84O.H. 14%589.52Total4,800.36685.77Say per No.685.00C050Pad stones, 450mm x 337mmx150mm in 1:2:4(20) cement conc. precast or in situ with formworkPer 4 No4.00hourLabourer@81.25325.002.00hourMason@125.00250.000.58BagCement@749.00434.420.06Cu.m.Sand@2,000.00120.000.10Cu.m.Metal 20mm@5,000.00500.001.12Sq.m.Timber planks 25mm class III.@425.00476.00Sub total2,105.42O.H. 14%294.76Total2,400.18600.04Say per No.600.00C051Pad stones, 450mm x 225mmx150mm in 1:2:4(20) cement conc. precast or in situ with formworkPer 6 No4.00hourLabourer@81.25325.002.00hourMason@125.00250.000.58BagCement@749.00434.420.06Cu.m.Sand@2,000.00120.000.10Cu.m.Metal 20mm@5,000.00500.001.12Sq.m.Timber planks 25mm class III.@425.00476.00Sub total2,105.42O.H. 14%294.76Total2,400.18400.03Say per No.400.00C052Spur stone 200mm x 200mm x 150mm in 1:2:4(20) cement conc. for veranda posts supplied and fixed.Per 10 No.2.00hourLabourer@81.25162.502.00hourMason@125.00250.000.36BagCement@749.00269.640.03Cu.m.Sand@2,000.0060.000.06Cu.m.Metal 20mm@5,000.00300.00Allow for moulds75.00Sub total1,117.14O.H. 14%156.40Total1,273.54127.35Say per No.127.00C053Spur stones 100mm x 75mm x 50mm in 1:2:4(20) cement conc. for door posts supplied and fixed.Per 10 No.1.00hourLabourer@81.2581.251.00hourMason@125.00125.000.03BagCement@749.0022.470.02Cu.m.Sand@2,000.0040.000.04Cu.m.Metal 20mm@5,000.00200.00Allow for moulds.75.00Sub total543.72O.H. 14%76.12Total619.8461.98Say per No.61.00C054Window Sill, 225mm x 75mm, cement concrete1:2:4(20), Reinforcement with 2 No. 10mm tor steel and 6mm links at 225mm centres. including form work.Per 6.1 m2.00hourMason@125.00250.002.00hourCarpenter@125.00250.006.00hourLabourer@81.25487.500.60BagCement@749.00449.400.06Cu.m.Sand@2,000.00120.000.10Cu.m.Metal 20mm@5,000.00500.001.55Sq.m.Timber planks 25mm class III. (1/4 cost)@425.00658.757.40kg10mm tor steel with binding@88.20652.682.65kg6mm links@178.18472.17Allow for Timber props & nails.150.00Sub total3,990.50O.H. 14%558.67Total4,549.17746.25Say per L.m746.00C055Lintol 112mm x 150mm, cement concrete1:2:4(20), Reinforcement with 2 No. 10mm tor steel including form work.Per 3.05m2.00hourMason@125.00250.002.00hourCarpenter@125.00250.006.00hourLabourer@81.25487.500.30BagCement@749.00224.700.03Cu.m.Sand@2,000.0060.000.06Cu.m.Metal 20mm@5,000.00300.001.30Sq.m.Timber planks 25mm class III. (1/4 cost)@425.00552.503.70kg10mm tor steel with binding@88.20326.34Allow for Timber props & nails.150.00Sub total2,601.04O.H. 14%364.15Total2,965.19972.83Say per L.m970.00C056Lintol 225mm x 150mm, cement concrete1:2:4(20), Reinforcement with 2 No. 12mm tor steel including form work.Per 3.05m2.00hourMason@125.00250.002.00hourCarpenter@125.00250.006.00hourLabourer@81.25487.500.60BagCement@749.00449.400.06Cu.m.Sand@2,000.00120.000.10Cu.m.Metal 20mm@5,000.00500.001.58Sq.m.Timber planks 25mm class III. (1/4 cost)@425.00671.505.33kg10mm tor steel with binding@88.20470.11Allow for Timber props & nails.150.00Sub total3,348.51O.H. 14%468.79Total3,817.301,252.39Say per L.m1,250.00C057100mm thick flat roof in 1:2:4(20) cement concrete and reinforced with 10mm tor steel at 125mm centres both ways including shuttering.Per 3.925 Sq.m3.93Sq.m100mm concrete@1,383.125,435.6439.63kg10mm tor steel with binding@88.203,495.374.92Sq.mShuttering@1,139.085,604.29Sub total14,535.30O.H. 14%2,034.94Total16,570.244,221.72Say per Sq.m4,220.00C05875mm thick RCC flat roof in 1:2:4(20) cement concrete and reinforced with 10mm tor steel at 125mm centres and 6mm mild steel at 200mm centres including shuttering.Per 4.53 Sq.m -(2.29x1.98m)0.34Cu.mConcrete@13,615.354,629.2221.34kg10mm tor steel with binding@88.201,882.195.59kg6mm mild steel@178.18996.004.60Sq.mShuttering@1,139.085,239.79Sub total12,747.20O.H. 14%1,784.61Total14,531.803,207.90Say per Sq.m3,200.00C05975mm thick RCC slab in 1:2:4(20) cement concrete and reinforced with 10mm tor steel at 125mm centres and 6mm mild steel at 200mm centres. - for soakage pit or drain cover slab.Per 4.53 Sq.m -(2.29x1.98m)0.34Cu.mConcrete@13,615.354,629.2221.34kg10mm tor steel with binding@88.201,882.195.59kg6mm mild steel@178.18996.00Sub total7,507.41O.H. 14%1,051.04Total8,558.451,889.28Say per Sq.m1,880.00C060Construction of 300x300mm size RC concrete Gate Post with 75mm thick 1:3:6(40) concrete Base, 600x600x225mm 1:2:4(20) concrete Footing, plastering and White or colour washing. Rate to include 600mm deep excavation,10mm tor @ 150mm centres both ways in footing, 4 No. 12mm tor and 6mm stirrups at 150mm centres in column and shuttering. Column above ground level 1.5m all as per type plan.Per No.0.22Cu.mExcavation@1,097.50241.450.03Cu.m1:3:6(40) concrete@10,505.69315.170.24Cu.m1:2:4(20) concrete@13,213.983,171.352.16Sq.mForm work@1,460.153,153.927.58kg12mm Tor steel@164.381,246.013.70kg10mm Tor steel@164.38608.213.80kg6mm steel@178.18677.072.00Sq.m1:3, 16mm plastering@391.28782.562.00Sq.mWhite or colour washing@43.9387.87Sub total10,283.61O.H. 14%1,439.71Total11,723.31Say per No.11,720.00C061Construction of 300x300mm size RC concrete Gate Post with 75mm thick 1:3:6(40) concrete Base, 600x600x225mm 1:2:4(20) concrete Footing, plastering and White or colour washing. Rate to include 600mm deep excavation,10mm tor @ 150mm centres both ways in footing, 4 No. 16mm tor and 6mm stirrups at 150mm centres in column and shuttering. Column above ground level 1.8m all as per type plan.Per No.0.22Cu.mExcavation@1,097.50241.450.03Cu.m1:3:6(40) concrete@10,505.69315.170.27Cu.m1:2:4(20) concrete@13,213.983,567.772.52Sq.mForm work@1,460.153,679.5715.41kg16mm Tor steel@164.382,533.113.70kg10mm Tor steel@164.38608.213.80kg6mm steel@178.18677.072.40Sq.m1:3, 16mm plastering@391.28939.082.40Sq.mWhite or colour washing@43.93105.44Sub total12,666.87O.H. 14%1,773.36Total14,440.23Say per No.14,440.00C062Construction of 225x225mm size RC concrete Gate Post with 75mm thick 1:3:6(40) concrete Base, 600x600x225mm 1:2:4(20) concrete Footing, plastering and White or colour washing. Rate to include 600mm deep excavation,10mm tor @ 150mm centres both ways in footing, 4 No. 12mm tor and 6mm stirrups at 150mm centres in column and shuttering. Column above ground level 1.5m all as per type plan.Per No.0.22Cu.mExcavation@1,097.50241.450.03Cu.m1:3:6(40) concrete@10,505.69315.170.17Cu.m1:2:4(20) concrete@13,213.982,246.381.62Sq.mForm work@1,460.152,365.447.58kg12mm Tor steel@164.381,246.013.70kg10mm Tor steel@164.38608.213.80kg6mm steel@178.18677.071.54Sq.m1:3, 16mm plastering@391.28602.571.54Sq.mWhite or colour washing@43.9367.66Sub total8,369.95O.H. 14%1,171.79Total9,541.74Say per No.9,540.00C063Shuttering for Footing and dismantling to surface area, including class II timber joists and necessary props.Per 1.30 Sq.m (1.07x1.07x.3m box)0.50hourCarpenter@125.0062.500.50hourLabourer@81.2540.631.49Sq.m.Timber planks 25mm cl.III@425.00633.254.57L.mTimber 50x50 battens-1/4 cost@29.50134.82Allow for props, mould oil and nails.150.00Sub total1,021.19O.H. 14%142.97Total1,164.16895.51Say per Sq.m895.00C064Shuttering for column shafts in ground floor including class II timber joists and necessary props. Rate to include for removal. (for column 225mmx225mmx1200mm high.)Per 1.115Sq.m3.00hourCarpenter@125.00375.003.00hourLabourer@81.25243.751.53Sq.m.Timber planks 25mm cl.III@425.00650.254.57L.mTimber 50x50 battens-1/4 cost@29.50134.826.00No.Bolt & nut 10dia 450mm (1/15 use)@5.8335.001.70No.Props (Bamboo 3-4m) -1/3 cost@52.5089.25Allow for screws and nails.75.000.25LitMould oil@100.0025.00Sub total1,628.07O.H. 14%227.93Total1,855.991,664.57Say per Sq.m1,664.00C065Shuttering for column shafts in First floor including class II timber joists and necessary props. Rate to include for removal. (for column 225mmx225mmx1200mm high.)Per 1.115Sq.mAs per Item 641,628.070.75hourAdd Labours@81.2560.94Sub total1,689.00O.H. 14%236.46Total1,925.461,674.32Say per Sq.m1,674.00C066Shuttering for column shafts in second floor including class II timber joists and necessary props. Rate to include for removal. (for column 225mmx225mmx1200mm high.)Per 1.115Sq.mAs per Item 641,628.071.25hourAdd Labours@81.25101.56Sub total1,729.63O.H. 14%242.15Total1,971.781,714.59Say per Sq.m1,714.00C067Shuttering for beam and lintols in ground floor including class II timber joists and necessary props. Rate to include for removal. (300mmx450mm beam-6.1m long.)Per 7.432 Sq.m1.00DayCarpenter@1,000.001,000.001.00DayLabourer@650.00650.007.99Sq.m.Ginisapu planks 25mm -1/4 cost@332.502,656.6860.96L.mTimber 50x50 battens-1/4 cost@29.501,798.323.18kgWire nails@185.00588.3014.00No.Props 3-4m round jungle -1/4 cost@78.751,102.500.56LitMould oil@100.0056.00Sub total7,851.80O.H. 14%1,099.25Total8,951.051,204.39Say per Sq.m1,204.00C068Shuttering for beam and lintols in first floor including class II timber joists and necessary props. Rate to include for removal. (300mmx450mm beam-6.1m long.)Per 7.432 Sq.mAs per Item 677,851.802.00hourAdd Labours@81.25162.50Sub total8,014.30O.H. 14%1,122.00Total9,136.301,229.32Say per Sq.m1,229.00C069Shuttering for beam and lintols in second floor including class II timber joists and necessary props. Rate to include for removal. (300mmx450mm beam-6.1m long.)Per 7.432 Sq.mAs per Item 677,851.804.00hourAdd Labours@81.25325.00Sub total8,176.80O.H. 14%1,144.75Total9,321.551,254.24Say per Sq.m1,254.00C070Shuttering for first floor slab conc. Including 100x50mm class II joists and necessary props. Rate to include for removal.Per 9.29 Sq.m1.00dayCarpenter@1,000.001,000.003.00dayLabourer@650.001,950.0010.68Sq.m.Timber planks 25mm cl.III@425.004,539.0015.24L.m100x50 cl.II timber joist-1/4 cost@29.50449.5830.00No.Props 3-4m round jungle -1/4 cost@78.752,362.500.91Kg.Wire nails BWG 4 - 8@185.00168.351.13LitMould oil@100.00113.00Sub total10,582.43O.H. 14%1,481.54Total12,063.971,298.60Say per Sq.m1,298.00C071Shuttering for second floor slab conc. Including 100x50mm class II joists and necessary props. Rate to include for removal.Per 9.29 Sq.mAs per Item 7010,582.436.00hourAdd Labours@81.25487.50Sub total11,069.93O.H. 14%1,549.79Total12,619.721,358.42Say per Sq.m1,358.00C072Shuttering for third floor slab conc. Including 100x50mm class II joists and necessary props. Rate to include for removal.Per 9.29 Sq.mAs per Item 7010,582.4312.00hourAdd Labours@81.25975.00Sub total11,557.43O.H. 14%1,618.04Total13,175.471,418.24Say per Sq.m1,418.00

Bri.D - BRICK LAYERD001Arch, Segmental, brick work in 1:3 cement mortar including centering.Per 2.83 cu.m6.00DayMason@1,000.006,000.008.00DayLabourer@650.005,200.001450.00No.Bricks@7.2010,440.006.30BagCement@749.004,718.700.65Cu.m.Sand@2,000.001,300.00Allow for scaffolding.150.00Sub total27,808.70O.H. 14%3,893.22Total31,701.9211,195.45Say per Cu.m11,190.00D002Brick work in 1:5 cement mortar up to 1st floor level - above 3 Cu.m.Per 2.83 cu.m1450.00NoBricks@7.2010,440.000.65Cu.m.Sand@2,000.001,300.003.70BagCement@749.002,771.303.00DayMason@1,000.003,000.005.00DayLabourer@650.003,250.00Allow for scaffolding.150.00Sub total20,911.30O.H. 14%2,927.58Total23,838.888,418.64Say per Cu.m8,410.00D003Brick work in 1:5 cement mortar from 1st floor level to second floor level. - above 3 Cu.m.Per 2.83 cu.mAs per item No.220,911.301.50DayLabourer for lift@650.00975.00Add for scaffolding.75.00Sub total21,961.30O.H. 14%3,074.58Total25,035.888,841.35Say per Cu.m8,840.00D004Brick work in 1:5 cement mortar from second floor level to third floor. - above 3 Cu.m.Per 2.83 cu.mAs per item No.220,911.303.50DayLabourer for lift@650.002,275.00Add for scaffolding.75.00Sub total23,261.30O.H. 14%3,256.58Total26,517.889,364.72Say per Cu.m9,360.00D005Brick work in 1:5 cement mortar up to 1st floor level - up to 3 Cu.m.Per 2.83 cu.mAs per item No.220,911.300.75DayAdd 25% of Mason@1,000.00750.000.75DayAdd 25% of Labourer@650.00487.50Sub total22,148.80O.H. 14%3,100.83Total25,249.638,916.84Say per Cu.m8,910.00D006Brick work in 1:5 cement mortar from 1st floor level to second floor level. - up to 3 Cu.m.Per 2.83 cu.mAs per item No.522,148.801.50DayLabourer for lift@650.00975.00Add for scaffolding.100.00Sub total23,223.80O.H. 14%3,251.33Total26,475.139,349.62Say per Cu.m9,340.00D007Brick work in 1:5 cement mortar from second floor level to third floor. - up to 3 Cu.m.Per 2.83 cu.mAs per item No.522,148.803.50DayLabourer for lift@650.002,275.00Add for scaffolding.100.00Sub total24,523.80O.H. 14%3,433.33Total27,957.139,872.98Say per Cu.m9,870.00D008Brick work in 1:5 cement mortar in piers up to 1st floor levelPer 2.83 cu.mAs per item No.220,911.301.50DayAdd 50% of Mason@1,000.001,500.001.50DayAdd 50% of Labourer@650.00975.00Sub total23,386.30O.H. 14%3,274.08Total26,660.389,415.04Say per Cu.m9,410.00D009Brick work in 1:5 cement mortar in piers from 1st floor level to second floor level.Per 2.83 cu.mAs per item No.823,386.301.50DayLabourer for lift@650.00975.00Add for scaffolding.100.00Sub total24,461.30O.H. 14%3,424.58Total27,885.889,847.82Say per Cu.m9,840.00D010Brick work in 1:5 cement mortar in piers from second floor level to third floor.Per 2.83 cu.mAs per item No.823,386.303.50DayLabourer for lift@650.002,275.00Add for scaffolding.100.00Sub total25,761.30O.H. 14%3,606.58Total29,367.8810,371.19Say per Cu.m10,370.00D011Brick work in 1:3 cement mortar with bricks available at site including shorting and cleaning bricks.Per 2.83 cu.m2.00DayLabourer for sorting and cleaning bricks@650.001,300.003.00DayMason@1,000.003,000.005.00DayLabourer@650.003,250.000.65Cu.m.Sand@2,000.001,300.003.7050 Kg.Cement@749.002,771.30Allow for water & scaffolding150.00Sub total11,771.30O.H. 14%1,647.98Total13,419.284,738.98Say per Cu.m4,730.00D012Brick work 112mm thick in 1:3 cement mortar up to 1st floor level - above 10 sq.mPer 9.29 Sq.m550.00No.Bricks@7.203,960.000.26Cu.m.Sand@2,000.00520.001.3050 Kg.Cement@749.00973.701.50DayMason@1,000.001,500.002.00DayLabour@650.001,300.00Allow for water & scaffolding150.00Sub total8,403.70O.H. 14%1,176.52Total9,580.221,031.21Say per Sq.m1,030.00D013Brick work 112mm thick in 1:3 cement mortar from 1st floor level to 2 nd floor level - above 10 sq.mPer 9.29 Sq.mAs per item No.128,403.700.50DayLabourer for lift@650.00325.00Add for scaffolding.50.00Sub total8,778.70O.H. 14%1,229.02Total10,007.721,077.22Say per Sq.m1,070.00D014Brick work 112mm thick in 1:3 cement mortar from 2 nd floor level t 3 rd floor level - above 10 sq.mPer 9.29 Sq.mAs per item No.128,403.701.50DayLabourer for lift@650.00975.00Add for scaffolding.50.00Sub total9,428.70O.H. 14%1,320.02Total10,748.721,156.98Say per Sq.m1,150.00D015Brick work 112mm thick in 1:3 cement mortar up to 1st floor level - up to 10 sq.mPer 9.29 Sq.mAs in Item No. 128,403.703.00hourAdd 25% of Mason@125.00375.004.00hourAdd 25% of Labourer@81.25325.00Sub total9,103.70O.H. 14%1,274.52Total10,378.221,117.10Say per Sq.m1,110.00D016Brick work 112mm thick in 1:3 cement mortar from 1st floor level to 2 nd floor level - up to 10 sq.mPer 9.29 Sq.mAs per item No.159,103.700.50DayLabourer for lift@650.00325.00Add for scaffolding.50.00Sub total9,478.70O.H. 14%1,327.02Total10,805.721,163.12Say per Sq.m1,160.00D017Brick work 112mm thick in 1:3 cement mortar from 2 nd floor level t 3 rd floor level - up to 10 sq.mPer 9.29 Sq.mAs per item No.159,103.701.50DayLabourer for lift@650.00975.00Add for scaffolding.50.00Sub total10,128.70O.H. 14%1,418.02Total11,546.721,242.88Say per Sq.m1,240.00D018Brick work 112mm thick in 1:5 cement mortar with available bricks, including sorting and cleaning.Per 9.29 Sq.m0.75DayLabourer for cleaning and sorting bricks@650.00487.50As per item No.128,403.70Less Bricks3,960.00Sub total4,931.20O.H. 14%690.37Total5,621.57605.10Say per Sq.m600.00D019Coping, brick in cement 1:5, weathered and throated on 112mm thick to walls, complete with 12mm thick 1:3 cement rendering.Per 30.48 L.m.400.00No.Bricks@7.202,880.000.65Cu.m.Sand@2,000.001,300.005.1050Kg.Cement@749.003,819.906.00dayMason@1,000.006,000.006.00dayLabourer@650.003,900.00Sub total17,899.90O.H. 14%2,505.99Total20,405.89669.48Say per L.m660.00D020Coping, brick in cement 1:5, weathered and throated on 225mm thick to walls, complete with 12mm thick 1:3 cement rendering.Per 3.05 L.m.67.00No.Bricks@7.20482.400.09Cu.m.Sand@2,000.00180.000.7250Kg.Cement@749.00539.280.75DayMason@1,000.00750.000.75DayLabourer@650.00487.50Sub total2,439.18O.H. 14%341.49Total2,780.67912.29Say per L.m910.00D021Coping, brick in cement 1:5, weathered and throated on 350mm thick to walls, complete with 12mm thick 1:3 cement rendering.Per 3.05 L.m.94.00No.Bricks@7.20676.800.18Cu.m.Sand@2,000.00360.001.2250Kg.Cement@749.00913.781.00DayMason@1,000.001,000.001.00DayLabourer@650.00650.00Sub total3,600.58O.H. 14%504.08Total4,104.661,345.79Say per L.m1,340.00D022Coping, brick in cement 1:5, weathered and throated on 112mm thick to walls, and 12mm thick 1:3 cement rendering with available bricks.Per 30.48 L.m.As in Item No. 1917,899.90Less Bricks2,880.00Sub total15,019.90O.H. 14%2,102.79Total17,122.69561.77Say per L.m561.00D023Coping, brick in cement 1:5, weathered and throated on 225mm thick to walls, and 12mm thick 1:3 cement rendering with available bricks.Per 3.05 L.m.As in Item No. 202,439.18Less Bricks482.40Sub total1,956.78O.H. 14%273.95Total2,230.73731.87Say per L.m731.00D024Coping, brick in cement 1:5, weathered and throated on 350mm thick to walls, and 12mm thick 1:3 cement rendering with available bricks.Per 3.05 L.m.As in Item No. 213,600.58Less Bricks676.80Sub total2,923.78O.H. 14%409.33Total3,333.111,093.54Say per L.m1,090.00D025Cornices, brick in cement 1:5, and 12mm thick 1:3 cement rendering, up to 225mm thick projection and 225mm depth.Per 3.05 L.m.60.00No.Bricks@7.20432.000.03Cu.m.Sand@2,000.0060.000.2750Kg.Cement@749.00202.232.00DayMason@1,000.002,000.002.00DayLabourer@650.001,300.00Sub total3,994.23O.H. 14%559.19Total4,553.421,493.90Say per L.m1,490.00D026Inserting of door or window in existing walls including making opening and making good to floors and walls (lintol or arch & door or and window paid separately).Per No.1.00DayLabourer for making openings in walls@650.00650.00Building masonry190.00No.Bricks@7.201,368.000.08Cu.m.Sand@2,000.00160.000.5250Kg.Cement@749.00389.481.00DayMason@1,000.001,000.001.00DayLabourer@650.00650.00Plastering/ rendering0.7550Kg.Cement@749.00561.750.14Cu.m.Sand@2,000.00280.000.50DayMason@1,000.00500.001.00DayLabourer@650.00650.00Sub total6,209.23O.H. 14%869.29Total7,078.52Say per No.7,070.00D027Drains, brick in cement 1:5, 225mm to 300mm average depth, 300mm wide, and cement rendered 12mm thick 1:2 complete with expansion joints as necessary, including necessary excavation. (apron paid for separately)Per 3.05 L.m.1.25DayMason@1,000.001,250.001.50DayLabourer@650.00975.00200.00No.Bricks@7.201,440.000.17Cu.m.Sand@2,000.00340.001.0050Kg.Cement@749.00749.00Sub total4,754.00O.H. 14%665.56Total5,419.561,778.07Say per L.m1,770.00D028Drains, brick in cement 1:5, 150mm to 225mm average depth, 225mm wide, and cement rendered 12mm thick 1:2 complete with expansion joints as necessary, including necessary excavation. (apron paid for separately)Per 3.05 L.m.1.00DayMason@1,000.001,000.001.25DayLabourer@650.00812.50100.00No.Bricks@7.20720.000.11Cu.m.Sand@2,000.00220.000.6850Kg.Cement@749.00509.32Sub total3,261.82O.H. 14%456.65Total3,718.471,219.97Say per L.m1,210.00D029Drains, brick in cement 1:5, 225mm to 300mm average depth, 300mm wide, and cement rendered 12mm thick 1:2 complete with expansion joints as necessary, including necessary excavation and 750mm wide apron formed of brick masonryPer 3.05 L.m.290.001000 Nos.Bricks@7.202,088.000.28Cu.m.Sand@2,000.00560.002.1350Kg.Cement@749.001,595.371.75DayMason@1,000.001,750.002.50DayLabourer@650.001,625.00Sub total7,618.37O.H. 14%1,066.57Total8,684.942,849.39Say per L.m2,840.00D030Drains, brick in cement 1:5, 150mm to 225mm average depth, 225mm wide, and cement rendered 12mm thick 1:2 complete with expansion joints as necessary, including necessary excavation and 750mm wide apron formed of brick masonryPer 3.05 L.m.190.001000 Nos.Bricks@7.201,368.000.23Cu.m.Sand@2,000.00460.001.8150Kg.Cement@749.001,355.691.50DayMason@1,000.001,500.002.25DayLabourer@650.001,462.50Sub total6,146.19O.H. 14%860.47Total7,006.662,298.77Say per L.m2,290.00D031Steps, 300mm wide and 150mm to 225mm high masonry or brick work in cement mortar 1:3, rendered 12mm thick 1:2 cement and sand with foundation 150mm below ground.Per 3.05 L.m.120.00No.Bricks@7.20864.000.11Cu.m.Sand@2,000.00220.000.6050Kg.Cement@749.00449.400.50DayMason@1,000.00500.000.50DayLabourer@650.00325.00Sub total2,358.40O.H. 14%330.18Total2,688.58882.08Say per L.m880.00D032Vent openings up to 300mm height and 150mm width, formed on existing walls, and walls made good.Per 8 No. (300 x 100mm)0.2550kgCement@749.00187.250.04Cu.m.Sand@2,000.0080.001.00DayMason@1,000.001,000.001.00DayLabourer@650.00650.00Sub total1,917.25O.H. 14%268.42Total2,185.67273.21Say per No.270.00D033Construction of Boundary wall with 100mm thick 1:3:6(40) concrete base, RR masonry foundation, DPC, 225x225mm brick column at 2.4m centres, 112mm brick work, brick copping, 16mm plaster, expansion joints and white or colour washing. All as per drawingPer 30.48 L.mExcavation8.50Cu.m@387.583,294.421:3:6(40) concrete1.90Cu.m@10,418.0419,794.27R.R. masonry6.29Cu.m@7,460.0846,923.8820mm DPC9.57Sq.m@677.876,487.22Brick pillar1.05Cu.m@8,258.818,671.75112mm brick work41.90Sq.m@904.5737,901.3616mm plaster125.79Sq.m@391.4849,243.98225mm wall copping2.97L.m@800.262,376.76112mm wall copping27.51L.m@587.2716,155.72White or colour washing139.73Sq.m@54.037,549.36Sub total198,398.73O.H. 14%27,775.82Total226,174.557,420.42Say per L.m7,420.00

Mas.E - MASONARYE001Random rubble masonary in 1:5 cement mortar, above 3 Cu.m.Per 2.83 Cu.m2.83Cu.m.Rubble 150mm to 225mm.@2,210.006,254.301.27Cu.m.Sand@2,000.002,540.007.2550 Kg.Cement@749.005,430.253.00DayMason@1,000.003,000.006.00DayLabourer@650.003,900.00Sub total21,124.55O.H. 14%2,957.44Total24,081.998,504.49Say per Cu.m8,500.00E002Random rubble masonary in 1:5 cement mortar, upto 3 Cu.m.Per 2.83 Cu.mAs in item No.121,124.551.50DayAdd 25% on Labourer@650.00975.00Sub total22,099.55O.H. 14%3,093.94Total25,193.498,897.01Say per Cu.m8,890.00E003Random rubble masonary in 1:5 cement mortar with available rubble, including sorting out and cleaning rubble.Per 2.83 Cu.m1.27Cu.m.Sand@2,000.002,540.007.2550 Kg.Cement@749.005,430.253.00DayMason@1,000.003,000.008.00DayLabourer@650.005,200.00Sub total16,170.25O.H. 14%2,263.84Total18,434.096,509.95Say per Cu.m6,500.00

Pav.F - PAVIORF001Expansion joints in brick floors filled with bitumen and sand.Per 6.10 L.m.1.00hourMason@81.2581.251.00hourLabourer@125.00125.00Allow for sand and bitumen75.00Sub total281.25O.H. 14%39.38Total320.6352.60Say per L.m52.50F002Expansion joints in Conc. Floors filled with bitumen and sand (to full depth of conc. & rendering) - 6mm thick and 100mm deep.Per 6.10 L.m.2.00hourMason@81.25162.502.00HourLabourer@125.00250.000.007Cu.m.Sand@2,000.0014.001.13LitBitumen@47.2553.39Sub total479.89O.H. 14%67.18Total547.0889.74Say per L.m89.00F003Floors, brick paved, 75mm thick set in 2:5 lime mortar.Per 9.29 Sq.m350.00No.Brick@7.202,520.000.28Cu.m.Sand@2,000.00560.003.00Bus.Slaked lime@395.001,185.001.25dayMasonday1,000.001,250.002.50dayLabourerday650.001,625.00Sub total7,140.00O.H. 14%999.60Total8,139.60876.14Say per Sq.m870.00F004Floors, brick paved, 75mm thick set in 2:5 lime mortar with available bricks, including sorting out and cleaning bricks.Per 9.29 Sq.m0.5dayLabourer, sorting and cleaning bricks@650.00325.000.28Cu.m.Sand@2,000.00560.003.00Bus.Slaked lime@395.001,185.001.25dayMason@1,000.001,250.002.50dayLabourer@650.001,625.00Sub total4,945.00O.H. 14%692.30Total5,637.30606.79Say per Sq.m600.00F005Floors, brick paved, 75mm thick set in lime mortar 2:5, and cement rendered 12mm, 1:2.Per 9.29 Sq.m350.00No.Brick@7.202,520.000.42Cu.m.Sand@2,000.00840.003.00Bus.Slaked lime@395.001,185.001.5050 Kg.Cement@749.001,123.502.00DayMason@1,000.002,000.004.00DayLabourer@650.002,600.00Sub total10,268.50O.H. 14%1,437.59Total11,706.091,260.03Say per Sq.m1,260.00F006Floors, brick paved, 75mm thick set in lime mortar 2:5, and cement rendered 12mm, 1:2 with available bricks, including sorting out and cleaning bricks.Per 9.29 Sq.m0.5dayLabourer, sorting and cleaning bricks@650.00325.000.42Cu.m.Sand@2,000.00840.003.00Bus.Slaked lime@395.001,185.001.5050 Kg.Cement@749.001,123.502.00dayMason@1,000.002,000.004.00dayLabourer@650.002,600.00Sub total8,073.50O.H. 14%1,130.29Total9,203.79990.69Say per Sq.m990.00F007Floors, brick paved, 75mm thick, set in cement mortar 1:5.Per 9.29 Sq.m350.00No.Brick@7.202,520.000.28Cu.m.Sand@2,000.00560.001.50bagCement@749.001,123.501.25dayMason@1,000.001,250.002.50dayLabourer@650.001,625.00Sub total7,078.50O.H. 14%990.99Total8,069.49868.59Say per Sq.m860.00F008Floors, brick paved, 75mm thick, set in cement mortar 1:5, with available bricks, including sorting out and cleaning bricks.Per 9.29 Sq.m0.28Cu.m.Sand@2,000.00560.001.50bagCement@749.001,123.501.25dayMason@1,000.001,250.003.00dayLabourer@650.001,950.00Sub total4,883.50O.H. 14%683.69Total5,567.19599.25Say per Sq.m590.00F009Floors, brick paved, 75mm thick, set in cement mortar 1:5, and cement rendered 12mm, 1:2.Per 9.29 Sq.m350.00No.Brick@7.202,520.000.42Cu.m.Sand@2,000.00840.003.0050 Kg.Cement@749.002,247.002.00DayMason@1,000.002,000.004.00DayLabourer@650.002,600.00Sub total10,207.00O.H. 14%1,428.98Total11,635.981,252.49Say per Sq.m1,250.00F010Floors, cement concrete 1:2 1/2:5 (25), 75mm thick, and 12mm thick 1:2 cement rendered with expansion joints filled with cement and sand.Per 9.29 Sq.m0.71Cu.m.Metal 25mm@4,155.002,950.050.51Cu.m.Sand@2,000.001,020.005.0050 Kg.Cement@749.003,745.001.25DayMason@1,000.001,250.003.50DayLabourer@650.002,275.00Sub total11,240.05O.H. 14%1,573.61Total12,813.661,379.25Say per Sq.m1,370.00F011Floors, upper, 100mm thick 1:2 :4 (20) cement concrete with 12mm thick 1:3 cement rendering and soffit plastering with lime putty and expansion joints filled with cement and sand. Rate to include for shuttering. (reinforcement paid for separately).Per 9.29 Sq.m0.76Cu.m.Sand@2,000.001,520.000.93Cu.m.Metal 20mm@5,000.004,650.006.9050 kg.Cement@749.005,168.100.75Bus.Boiled lime@445.00333.7510.68Sq.m.Timber plank 25mm Class III@425.004,539.000.14Cu.m.Timber beams III@6,212.50869.7524.38mProps round timber@13.13319.990.91Kg.Wire nail S.W.G 20 to 22@185.00168.351.13LitMould oil@100.00113.002.50dayMason@1,000.002,500.001.00dayCarpenter@1,000.001,000.0010.00dayLabourer@650.006,500.00Sub total27,681.94O.H. 14%3,875.47Total31,557.413,396.81Say per Sq.m3,390.00F012Floors, gravel, 100mm thick, Spread, Watered and rammed.Per 9.29 Sq.m0.94Cu.m.Gravel@800.00752.00Transport 3 mils181.07181.072.00hourLabour -Transporting spreading and levelling81.25162.502.00hourLabour -watering and ramming@81.25162.50Sub total1,258.07O.H. 14%176.13Total1,434.20154.38Say per Sq.m154.00F013Terrazzo tile flooring Supplied and laid. Rate to include for 12mm thick 1:3 cement mortar levelling screed etc.Per 9.29 Sq.m104.00No.Tile Terrazzo 300x300mm@150.0015,600.001.2550 Kg.Cement@749.00936.250.20Cu.m.Sand@2,000.00400.003.00DayLabourer@650.001,950.002.00DayMason@1,000.002,000.001.00DaySpecial Mason@1,000.001,000.00Allow for coloured cement, steel pins etc.150.00Allow for polishing200.00Sub total22,236.25O.H. 14%3,113.08Total25,349.332,728.58Say per Sq.m2,720.00F014Glazed tile flooring Supplied and laid. Rate to include for 12mm thick 1:3 cement mortar levelling screed etc.Per 9.29 Sq.m104.00No.300mmx300mm ceramic floor tile.@150.0015,600.00Add 10% for specials and wastage1,560.002.0050 Kg.Cement@749.001,498.000.20Cu.m.Sand@2,000.00400.003.00dayLabourer@650.001,950.002.00dayMason@1,000.002,000.001.00DaySpecial Mason@1,000.001,000.00Allow for coloured cement, steel pins etc.150.00Sub total24,158.00O.H. 14%3,382.12Total27,540.122,964.40Say per Sq.m2,960.00F015Glazed tile flooring 200x200 mm coloured supplied an laid of approved pattern and colour to floors including 20mm thick 1:3 cement sand bedding.Per 9.29 Sq.m233.00No.Tile cement pressed 200x200mm@127.0029,591.001.2550 Kg.Cement@749.00936.250.20Cu.m.Sand@2,000.00400.003.00dayLabourer@650.001,950.002.00dayMason@1,000.002,000.001.00DaySpecial Mason@1,000.001,000.00Allow for coloured cement, steel pins etc.150.00Allow for polishing200.00Sub total36,227.25O.H. 14%5,071.82Total41,299.074,445.54Say per Sq.m4,440.00F016Tiles glazed - white150x150mm, with all specials, supplied and fixed to walls including raking plaster and bedding in cement mortar 1:2.Per 9.29 Sq.m400.00No.Tile glazed 150x150mm@220.0088,000.00Add 25% for specials and wastage in cutting etc.22,000.001.2550 Kg.Cement@749.00936.250.20Cu.m.Sand@2,000.00400.003.00dayLabourer@650.001,950.002.00dayMason@1,000.002,000.001.00DaySpecial Mason@1,000.001,000.00Allow for coloured cement, steel pins etc.150.00Sub total116,436.25O.H. 14%16,301.08Total132,737.3314,287.73Say per Sq.m14,280.00F017Tiles glazed, with all specials, fixed to walls including raking plaster and bedding in cement mortar 1:2. (Tiles supplied by client.)Per 9.29 Sq.m1.2550 Kg.Cement@749.00936.250.20Cu.m.Sand@2,000.00400.003.00dayLabourer@650.001,950.002.00dayMason@1,000.002,000.001.00DaySpecial Mason@1,000.001,000.00Allow for coloured cement, steel pins etc.150.00Sub total6,436.25O.H. 14%901.08Total7,337.33789.78Say per Sq.m780.00

RoofG - ROOFERG001Roof, Hipped with calicut pattern tiles on 150x50 ridge and hip plates, 150x75 purlin, 100x75 wall plates, 100x50 rafter at 550mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - single storyed buildings.Per 55.742 Sq.m0.09Cu.m.Ridge plate and hip plates 150 x 50 mm@66,950.006,025.500.106Cu.m.Wall plate 100 x 75 mm@69,704.007,388.620.168Cu.m.Purlin 150 x 75 mm@68,446.0011,498.930.60Cu.m.Rafter 100 x 50mm@68,572.0041,143.20201.17m50mmx25mm reeper@37.007,443.29750.00No.Tile calicut pattern Gr.I.@35.0026,250.0052.00No.Ridge tile calicut pattern Gr.I.@45.002,340.003.63Kg.Wire nail S.W.G. 04 to 18@185.00671.550.91Kg.Wire nail S.W.G. 20 to 22@185.00168.3511.36Lit.Wood preservative@1,000.0011,360.001.5050 Kg.Cement@749.001,123.501.50BushelsSlaked lime@395.00592.500.23Cu.m.Sand@2,000.00460.0010.00dayCarpenter for timber work@1,000.0010,000.004.00dayLabourer for timber work@650.002,600.003.00dayLabourer for treating timber@650.001,950.003.00dayLabourer for laying tiles@650.001,950.001.50dayMason for ridging@1,000.001,500.001.50dayLabourer for ridging@650.00975.00Allow for colouring powder etc.150.00Sub total135,590.44O.H. 14%18,982.66Total154,573.102,773.01Say per Sq.m.2,770.00G002Roof, Hipped with calicut pattern tiles on 150x50 ridge and hip plates, 150x75 purlin, 100x75 wall plates, 100x50 rafter at 550mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - Two storyed buildings.Per 55.742 Sq.mAs per item No. 1135,590.443.00dayUnskilled Labour@650.001,950.00Allow for scaffolding250.00Sub total137,790.44O.H. 14%19,290.66Total157,081.102,818.00Say per Sq.m.2,810.00G003Roof, Hipped with calicut pattern tiles on 150x50 ridge and hip plates, 150x75 purlin, 100x75 wall plates, 100x50 rafter at 550mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - Three storyed buildings.Per 55.742 Sq.mAs per item No. 2137,790.443.00dayUnskilled Labour@650.001,950.00Allow for scaffolding250.00Sub total139,990.44O.H. 14%19,598.66Total159,589.102,863.00Say per Sq.m.2,860.00G004Roof, Gable with calicut pattern tiles on 150x50 ridge plates, 150x75 purlin, 100x75 wall plates, 100x50 rafter at 550mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - single storyed buildings.Per 55.742 Sq.m0.052Cu.m.Ridge plate 150 x 50 mm@66,950.003,481.400.104Cu.m.Wall plate 100 x 75 mm@69,704.007,249.220.156Cu.m.Purlin 150 x 75 mm@68,446.0010,677.580.582Cu.m.Rafter 100 x 50mm@68,572.0039,908.90207.26m50mmx25mm class spl.timber.@37.007,668.62750.00No.Tile calicut pattern Gr.I.@35.0026,250.0019.00No.Ridge tile calicut pattern Gr.I.@45.00855.003.63Kg.Wire nail S.W.G. 04 to 18@185.00671.550.91Kg.Wire nail S.W.G. 20 to 22@185.00168.3511.36Lit.Wood preservative@1,000.0011,360.001.5050 Kg.Cement@749.001,123.501.50BushelsSlaked lime@395.00592.500.23Cu.m.Sand@2,000.00460.0010.00dayCarpenter for timber work@1,000.0010,000.004.00dayLabourer for timber work@650.002,600.003.00dayLabourer for treating timber@650.001,950.003.00dayLabourer for laying tiles@650.001,950.001.50dayMason for ridging@1,000.001,500.001.50dayLabourer for ridging@650.00975.00Allow for colouring powder etc.150.00Sub total129,591.62O.H. 14%18,142.83Total147,734.442,650.33Say per Sq.m.2,650.00G005Roof, Gable with calicut pattern tiles on 150x50 ridge plates, 150x75 purlin, 100x75 wall plates, 100x50 rafter at 550mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - two storyed buildings.Per 55.742 Sq.mAs per item No. 4129,591.623.00dayUnskilled Labour@650.001,950.00Allow for scaffolding250.00Sub total131,791.62O.H. 14%18,450.83Total150,242.442,695.32Say per Sq.m.2,690.00G006Roof, Gable with calicut pattern tiles on 150x50 ridge plates, 150x75 purlin, 100x75 wall plates, 100x50 rafter at 550mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - three storyed buildings.Per 55.742 Sq.mAs per item No. 5131,791.623.00dayUnskilled Labour@650.001,950.00Allow for scaffolding250.00Sub total133,991.62O.H. 14%18,758.83Total152,750.442,740.31Say per Sq.m.2,740.00G007Roof, Gable-School type with calicut pattern tiles on 150x50 ridge plates, 150x75 purlin, 150x75 wall plates, 100x50 rafter at 450mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - single storyed buildings.Per 55.742 Sq.m0.052Cu.m.Ridge plate 150 x 50 mm@66,950.003,481.400.311Cu.m.Purlin 150 x 75 mm@68,446.0021,286.710.661Cu.m.Rafter 100 x 50mm@68,572.0045,326.09207.26m50mmx25mm class spl.timber.@37.007,668.62750.00No.Tile calicut pattern Gr.I.@35.0026,250.0019.00No.Ridge tile calicut pattern Gr.I.@45.00855.003.63Kg.Wire nail S.W.G. 04 to 18@185.00671.550.91Kg.Wire nail S.W.G. 20 to 22@185.00168.3511.36Lit.Wood preservative@1,000.0011,360.001.5050 Kg.Cement@749.001,123.501.50BushelsSlaked lime@395.00592.500.23Cu.m.Sand@2,000.00460.0010.00dayCarpenter for timber work@1,000.0010,000.004.00dayLabourer for timber work@650.002,600.003.00dayLabourer for treating timber@650.001,950.003.00dayLabourer for laying tiles@650.001,950.001.50dayMason for ridging@1,000.001,500.001.50dayLabourer for ridging@650.00975.00Allow for colouring powder etc.150.00Sub total138,368.72O.H. 14%19,371.62Total157,740.342,829.83Say per Sq.m.2,820.00G008Roof, Gable-School type with calicut pattern tiles on 150x50 ridge plates, 150x75 purlin, 150x75 wall plates, 100x50 rafter at 450mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - two storyed buildings.Per 55.742 Sq.mAs per item No. 7138,368.723.00dayUnskilled Labour@650.001,950.00Allow for scaffolding250.00Sub total140,568.72O.H. 14%19,679.62Total160,248.342,874.82Say per Sq.m.2,870.00G009Roof, Gable-School type with calicut pattern tiles on 150x50 ridge plates, 150x75 purlin, 150x75 wall plates, 100x50 rafter at 450mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - three storyed buildings.Per 55.742 Sq.mAs per item No. 8140,568.723.00dayUnskilled Labour@650.001,950.00Allow for scaffolding250.00Sub total142,768.72O.H. 14%19,987.62Total162,756.342,919.82Say per Sq.m.2,910.00G010Lean Roof, with calicut pattern tiles on 150x75 wall plates, 100x50 rafter at 550mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including application of two coats wood preservative etc.Per 94.76 Sq.m0.722Cu.m.Wall plates 150 x 75 mm@68,446.0049,418.010.881Cu.m.Rafter 100 x 50mm@68,572.0060,411.93373.08m50mmx25mm class spl.timber.@37.0013,803.961125.00No.Tile calicut pattern Gr.I.@35.0039,375.003.18Kg.Wire nail S.W.G. 04 to 18@185.00588.301.54Kg.Wire nail S.W.G. 20 to 22@185.00284.9019.32Lit.Wood preservative@1,000.0019,320.000.1650 Kg.Cement@749.00119.840.25BushelsSlaked lime@395.0098.750.28Cu.m.Sand@2,000.00560.0012.00dayCarpenter for timber work@1,000.0012,000.005.00dayLabourer for timber work@650.003,250.004.00dayLabourer for treating timber@650.002,600.004.00dayLabourer for laying tiles@650.002,600.001.50HourMason for ridging@125.00187.502.50HourLabourer for ridging@81.25203.13Allow for colouring powder etc.150.00Sub total204,971.32O.H. 14%28,695.98Total233,667.302,465.89Say per Sq.m.2,460.00G011Lean Roof, School type with calicut pattern tiles on 150x75 wall plates, 100x50 rafter at 450mm centres and 50x25 reeper at 300 centres in sp.cl.upper timber frame work including application of two coats wood preservative etc.Per 94.76 Sq.m0.722Cu.m.Wall plates 150 x 75 mm@68,446.0049,418.011.085Cu.m.Rafter 100 x 50mm@68,572.0074,400.62373.08m50mmx25mm class spl.timber.@37.0013,803.961125.00No.Tile calicut pattern Gr.I.@35.0039,375.003.18Kg.Wire nail S.W.G. 04 to 18@185.00588.301.54Kg.Wire nail S.W.G. 20 to 22@185.00284.9019.32Lit.Wood preservative@1,000.0019,320.000.1650 Kg.Cement@749.00119.840.25BushelsSlaked lime@395.0098.750.28Cu.m.Sand@2,000.00560.0012.00dayCarpenter for timber work@1,000.0012,000.005.00dayLabourer for timber work@650.003,250.004.00dayLabourer for treating timber@650.002,600.004.00dayLabourer for laying tiles@650.002,600.001.50HourMason for ridging@125.00187.502.50HourLabourer for ridging@81.25203.13Allow for colouring powder etc.150.00Sub total218,960.01O.H. 14%30,654.40Total249,614.412,634.17Say per Sq.m.2,630.00G012Supplying and fixing calicut pattern tiles roof on sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - materials available single storyed buildingsPer 55.742 Sq.mAs per item No. 1135,590.44Less for timber & tiles102,089.54Sub total33,500.90O.H. 14%4,690.13Total38,191.03685.14Say per Sq.m.680.00G013Supplying and fixing calicut pattern tiles roof on sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - materials available two storyed buildingsPer 55.742 Sq.mAs per item No. 2137,790.44Less for timber & tiles102,089.54Sub total35,700.90O.H. 14%4,998.13Total40,699.03730.13Say per Sq.m.730.00G014Supplying and fixing calicut pattern tiles roof on sp.cl.upper timber frame work including ridging and application of two coats wood preservative etc. - materials available three storyed buildingsPer 55.742 Sq.mAs per item No. 3139,990.44Less for timber & tiles102,089.54Sub total37,900.90O.H. 14%5,306.13Total43,207.03775.13Say per Sq.m.770.00G015Lean Roof, with calicut pattern tiles in sp.cl.upper timber frame work including application of two coats wood preservative etc. - Materials availablePer 94.76 Sq.mAs per item No. 10204,971.32Less for timber & tiles163,008.90Sub total41,962.41O.H. 14%5,874.74Total47,837.15504.82Say per Sq.m.500.00G016Fixing 50x25 reeper at 300 centres, laying tiles and ridging with available materials on existing frame workPer 55.742 Sq.m0.91Kg.Wire nail S.W.G. 20 to 22@185.00168.351.0050 Kg.Cement@749.00749.001.00BushelsSlaked lime@395.00395.000.17Cu.m.Sand@2,000.00340.001.25dayCarpenter@1,000.001,250.005.50dayLabourer@1,000.005,500.001.50dayMason@650.00975.00Allow for colouring powder etc.150.00Sub total9,527.35O.H. 14%1,333.83Total10,861.18194.85Say per Sq.m.190.00G017Calicut pattern ridge bedded in cement & lime mortar 1:1:4 coloured to match tiles.Per 3.658 L.m.9.00Nos.Ridge tiles calicut pattern Gr.I.@45.00405.000.06Cu.m.Sand@2,000.00120.000.33bus.Slacked lime@395.00130.350.3350kg.Cement@749.00247.172.00HourLabourer@81.25162.502.00HourMason@125.00250.00Allow for colouring powder150.00Sub total1,465.02O.H. 14%205.10Total1,670.12456.57Say per L.m.456.00G018Calicut pattern ridging bedded in cement & lime mortar 1:1:4 coloured to match tiles (tiles available at site).Per 3.658 L.m.As per item 171,465.02less tiles405.00Sub total1,060.02O.H. 14%148.40Total1,208.42330.35Say per L.m.330.00G019Ridging with half round or calicut pattern tiles removed and re-laid in lime cement mortar 1:1:4 & coloured to match tiles.Per 3.048 L.m.0.06Cu.m.Sand@2,000.00120.000.33Cu.m.Slacked lime@395.00130.350.3350 kg.Cement@749.00247.172.67HourLabourer@81.25216.942.67HourMason@125.00333.75Allow for colouring powder150.00Sub total1,198.21O.H. 14%167.75Total1,365.96448.15Say per L.m.448.00G020Skylight glass 600x600mm, 5mm thick ribbed, supplied & fixed to roof including necessary lime cement filleting.Per No.0.37Sq.m.Glass pane 5mm@693.00256.412.00HourLabourer@81.25162.502.00HourMason@125.00250.00Allow for lime sand etc.100.00Sub total768.91O.H. 14%107.65Total876.56Say per No.876.00G021Tiles, calicut pattern, flat supplied and laid up to 5 tiles in single storied building.Per 3 tile.3.00Nos.Calicut pattern flat tiles.@35.00105.000.50HourLabourer@81.2540.63Sub total145.63O.H. 14%20.39Total166.0155.34Say per No.55.30G022Tiles, calicut pattern, flat supplied and laid above 4 and up to 25 tiles in single storied building.Per 15 tile.15.00Nos.Calicut pattern flat tiles.@35.00525.001.00HourLabourer@81.2581.25Sub total606.25O.H. 14%84.88Total691.1346.08Say per No.46.00G023Tiles, calicut pattern, flat supplied and laid up to 5 tiles in building of more than one storey.Per 3 tile.3.00Nos.Calicut pattern flat tiles.@35.00105.001.00HourLabourer@81.2581.25Sub total186.25O.H. 14%26.08Total212.3370.77Say per No.70.70G024Tiles, calicut pattern, flat supplied and laid above 4 and up to 25 tiles in building of more than one storey.Per 15 tile.15.00Nos.Calicut pattern flat tiles.@35.00525.002.00HourLabourer@81.25162.50Sub total687.50O.H. 14%96.25Total783.7552.25Say per No.52.20G025Tiles, calicut pattern, supplied and laid in any buildings.Per 9.29 Sq.m.125.00Nos.Tiles calicut pattern Gr.I.@35.004,375.004.00HourLabourer@81.25325.00Sub total4,700.00O.H. 14%658.00Total5,358.00576.75Say per Sq.m.576.00G026Laying calicut pattern tiles in any buildings (Tiles available at site).Per 9.29 Sq.m.4.00HourLabourer@81.25325.00Sub total325.00O.H. 14%45.50Total370.5039.88Say per Sq.m.39.00G027Glass tiles laid in small quantities including fixing with G.I. Wire where necessary (Tiles supplied by the client).Per No.0.50HourLabourer@81.2540.63Sub total40.63O.H. 14%5.69Total46.31Say per No.46.00G028Shifting & relaying calicut pattern tiles.Per 9.29 Sq.m.2.67HourLabourer@81.25216.94Sub total216.94O.H. 14%30.37Total247.3126.62Say per Sq.m.26.00G029Supply only calicut pattern flat tilesPer tile.1.00Nos.Calicut pattern flat tiles.@35.0035.00Sub total35.00O.H. 14%4.90Total39.90Say per No.39.90G030Supply only calicut pattern ridge tilesPer tile.1.00Nos.Calicut pattern ridge tiles.@45.0045.00Sub total45.00O.H. 14%6.30Total51.30Say per No.51.30G031Sorting out of available timber cut to required sizes and fixed in roof and other carpentry work.Per 0.023 Cu.m.(100 x 75 - 3.048m)3.00hourCarpenter@125.00375.001.00HourLabourer@81.2581.25Sub total456.25O.H. 14%63.88Total520.1322,614.13Say per Cu.m22,610.00G032Supply and fixing 200 x 100 timber beam and 100 x 100 post in spl.cl. up. timber workPer 0.11 cu.m.0.101Cu.m.Timber beams 200 x 100@83,821.008,465.920.009Cu.m.Timber beams 100 x 100@69,704.00627.343.00hourCarpenter@125.00375.003.00HourLabourer@81.25243.75Allow for soligram100.00Sub total9,812.01O.H. 14%1,373.68Total11,185.69101,688.07Say per Cu.m101,680.00G033Supply and fixing 150 x 100 timber beam and 100 x 100 post in spl.cl. up. timber workPer 0.085 cu.m.0.076Cu.m.Timber beams 150 x 100@69,821.005,306.400.009Cu.m.Timber beams 100 x 100@69,704.00627.342.00hourCarpenter@81.25162.502.00HourLabourer@125.00250.00Allow for soligram100.00Sub total6,446.23O.H. 14%902.47Total7,348.7086,455.35Say per Cu.m86,450.00G034Supply and fixing 150 x 50 timber ridge plate in spl.cl. up. timber workPer 0.024 cu.m.0.026Cu.m.Timber beams 150 x 50@66,950.001,740.700.50hourCarpenter@125.0062.500.25HourLabourer@81.2520.31Allow for soligram100.00Sub total1,923.51O.H. 14%269.29Total2,192.8091,366.84Say per Cu.m91,360.00G035Supply and fixing 150 x 75 timber purlin in spl.cl. up. timber workPer 0.035 cu.m.0.039Cu.m.Timber beams 150 x 75@68,446.002,669.390.50hourCarpenter@125.0062.500.25HourLabourer@81.2520.31Allow for soligram100.00Sub total2,852.21O.H. 14%399.31Total3,251.5292,900.44Say per Cu.m92,900.00G036Supply and fixing 100 x 75 timber wall plate in spl.cl. up. timber workPer 0.024 cu.m.0.026Cu.m.Timber beams 100 x 75@69,704.001,812.300.50hourCarpenter@125.0062.500.25HourLabourer@81.2520.31Allow for soligram100.00Sub total1,995.12O.H. 14%279.32Total2,274.4394,768.03Say per Cu.m94,760.00G037Supply and fixing 100 x 50 timber rafter in spl.cl. up. timber workPer 0.016 cu.m.0.017Cu.m.Timber beams 100 x 50@68,572.001,165.720.50hourCarpenter@125.0062.500.25HourLabourer@81.2520.31Allow for soligram100.00Sub total1,348.54O.H. 14%188.80Total1,537.3396,083.23Say per Cu.m96,080.00G038Supplying and fixing of 50mm x50mm reepers or runners in sp.cl.up. timber new or renewed with iron nails.Per 15.24 m.16.76m.50mm x50mm Spl.cl timber@118.001,977.681.50hourCarpenter@125.00187.501.50HourLabourer@81.25121.880.10Kg.Wire nail S.W.G 20 to 22@185.0018.50Sub total2,305.56O.H. 14%322.78Total2,628.33172.46Say per L.m172.00G039Supplying and fixing of 50mm x25mm reepers in sp.cl.up. timber new or renewed with iron nails up to 30m (shifting of tiles paid for separately).Per 15.24 m.16.76m.50mm x25mm Spl.cl timber@37.00620.121.00hourCarpenter@125.00125.001.00HourLabourer@81.2581.250.06Kg.Wire nail S.W.G 20 to 22@185.0011.10Sub total837.47O.H. 14%117.25Total954.7262.65Say per L.m62.00G040Supplying and fixing of 50mm x25mm reepers in sp.cl.up. timber new or renewed with iron nails above 30m (shifting of tiles paid for separately).Per 30.48 m.33.53m.50mm x25mm Spl.cl timber@37.001,240.611.50hourCarpenter@125.00187.501.50HourLabourer@81.25121.880.11Kg.Wire nail S.W.G 20 to 22@185.0020.35Sub total1,570.34O.H. 14%219.85Total1,790.1858.73Say per L.m58.00G041Supplying and fixing of 50mm x12mm reepers in timber new or renewed with iron nails up to 30mm.Per 15.24 m.16.76m.50mm x12mm Spl.cl timber@35.00586.601.00hourCarpenter@125.00125.001.00HourLabourer@81.2581.25Allow for nails75.00Sub total867.85O.H. 14%121.50Total989.3564.92Say per L.m64.00G042Fixing of available reepers with wire nails.Per 15.24 m.1.00hourCarpenter@125.00125.001.00HourLabourer@81.2581.250.06Kg.Wire nails S.W.G. 04 to 18@185.0011.10Sub total217.35O.H. 14%30.43Total247.7816.26Say per L.m16.20G043Supply only 150 x 50 ridge plate in spl.cl. up. timberPer 0.024 cu.m.0.024Cu.m.Timber beams 150 x 50@66,950.001,606.80Sub total1,606.80O.H. 14%224.95Total1,831.7576,323.00Say per Cu.m76,320.00G044Supply only 150 x 75 purlin in spl.cl. up. Timber.Per 0.035 cu.m.0.035Cu.m.Timber beams 150 x 75@68,446.002,395.61Sub total2,395.61O.H. 14%335.39Total2,731.0078,028.44Say per Cu.m78,020.00G045Supply only 100 x 75 wall plate in spl.cl. up. Timber.Per 0.024 cu.m.0.024Cu.m.Timber beams 100 x 75@69,704.001,672.90Sub total1,672.90O.H. 14%234.21Total1,907.1079,462.56Say per Cu.m79,460.00G046Supply only 100 x 50 rafter in spl.cl. up. Timber.Per 0.016 cu.m.0.016Cu.m.Timber beams 100 x 50@68,572.001,097.15Sub total1,097.15O.H. 14%153.60Total1,250.7578,172.08Say per Cu.m78,170.00G047Supplying only 50mm x50mm reepers or runners in sp.cl.up. timber.Per 15.24 m.15.24m.50mm x50mm Spl.cl timber@118.001,798.32Sub total1,798.32O.H. 14%251.76Total2,050.08134.52Say per L.m134.00G048Supplying only 50mm x25mm reepers in sp.cl.up. Timber.Per 15.24 m.15.24m.50mm x25mm Spl.cl timber@37.00563.88Sub total563.88O.H. 14%78.94Total642.8242.18Say per L.m42.00G049Supplying only 50mm x12mm reepers in sp.cl.up. Timber.Per 15.24 m.15.24m.50mm x1255mm Spl.cl timber@35.00533.40Sub total533.40O.H. 14%74.68Total608.0839.90Say per L.m39.00G050Supplying & fixing of corrugated aluminium sheets to roof or wall on existing frame work with hooks, bolts or drive screws etc.Per 27.87 Sq.m.32.05Sq.m.Corrugated G.I. Sheet 24 BWG.@546.0017,499.3088.00NoDrive screws and washers@8.70765.609.00hourLabourer@81.25731.258.00hourCarpenter@125.001,000.00Sub total19,996.15O.H. 14%2,799.46Total22,795.61817.93Say per Sq.m.810.00G051Supplying & fixing of corrugated asbestos sheets roofing on spl.cl.up. 125 x 75 timber purlins complete including treating timber with wood preservative. ridging measured separately.Per 33.445 Sq.m.39.02Sq.m.Corrugated Asbestos Sheet .@518.0020,212.360.38Cu.m.Timber purlins@73,877.0028,073.2672.00Nos.Roofing screws and washers@18.851,357.20Fixing purlins1.25dayCarpenter@1,000.001,250.001.25dayLabourer@650.00812.50Allow for spikes for purlins100.00Transporting and hoisting sheets0.75dayLabourer@650.00487.50Fixing sheets2.00dayCarpenter@1,000.002,000.002.00dayLabourer@650.001,300.00Treating timber0.75dayLabourer@650.00487.502.27Lit.Wood preservative@1,000.002,270.00Sub total58,350.32O.H. 14%8,169.04Total66,519.361,988.92Say per Sq.m.1,980.00G052Supplying & fixing of corrugated asbestos sheet walling on 100 x 50 sp.cl.up. timber frame work complete.Per 9.29 Sq.m0.105Cu.m.Timber beams@68,572.007,200.0610.22Sq.m.Corrugated asbestos sheet.@518.005,293.9630.00Nos.Roofing screws and washers@18.85565.50Framing1.50dayCarpenter@1,000.001,500.000.75dayLabourer@650.00487.50Fixing sheets0.50dayCarpenter@1,000.00500.000.50dayLabourer@650.00325.00Sub total15,872.02O.H. 14%2,222.08Total18,094.101,947.70Say per Sq.m.1,940.00G053Supplying & fixing of corrugated asbestos sheets roofing on spl.cl.up. 150 x 50 ridge plate, 100 x 75 wall plate, 150 x 75 purlin, 100 x 50 rafter at 0.9 m centres and 50 x 50 runners at max. 1.05 m centres complete including treating timber with wood preservative. (ridging measured separately.)Per 33.445 Sq.m.39.02Sq.m.Corrugated Asbestos Sheet .@518.0020,212.360.062Cu.m.Timber purlins 150 x 75@68,446.004,243.650.031Cu.m.Ridge plate 150 x 50@66,950.002,075.450.062Cu.m.Wall plate 100 x 75@69,704.004,321.650.26Cu.m.Rafter 100 x 50@68,572.0017,828.7240.00L..m.Runners 50 x 50@118.004,720.0072.00Nos.Roofing screws and washers@18.851,357.20Fixing frame3.00dayCarpenter@1,000.003,000.002.00dayLabourer@650.001,300.00Allow for spikes for purlins100.00Transporting and hoisting sheets0.75dayLabourer@650.00487.50Fixing sheets2.00dayCarpenter@1,000.002,000.002.00dayLabourer@650.001,300.00Treating timber0.75dayLabourer@650.00487.502.27Lit.Wood preservative@1,000.002,273.00Sub total65,707.03O.H. 14%9,198.98Total74,906.012,239.68Say per Sq.m.2,230.00G054Supplying & fixing of corrugated asbestos sheets to roof or wall on existing frame work with necessary coach screws and limpet washers or hook bolts.Per 33.445 Sq.m.39.02Sq.m.Corrugated asbestos sheet.@518.0020,212.3672.00Nos.Drive screws and washers@18.851,357.20Hoisting sheets0.75dayLabourer@650.00487.50Fixing sheets2.00dayCarpenter@1,000.002,000.002.00dayLabourer@650.001,300.00Sub total25,357.06O.H. 14%3,549.99Total28,907.05864.32Say per Sq.m.860.00G055Supplying & fixing of corrugated asbestos sheets to roof or wall on existing frame work with necessary coach screws and limpet washers or hook bolts. (sheets available)Per 33.445 Sq.m.As per item No. 5625,357.06Less Sheets20,212.36Sub total5,144.70O.H. 14%720.26Total5,864.96175.36Say per Sq.m.175.00G056Rectification of leaks (up to 5 in No.) in roofs of single storeyed building.Per 3 leaks.4.00HourLabourer@81.25325.00Sub total325.00O.H. 14%45.50Total370.50123.50Say per No.123.00G057Rectification of leaks (above 5 in No.) in roofs of single storeyed building.Per 6 leaks.2.00HourLabourer@81.25162.50Sub total162.50O.H. 14%22.75Total185.2530.88Say per No.30.00G058Rectification of leaks (up to 5 in No.) of roof of building above one storeyed building.Per 3 leaks.5.00HourLabourer@81.25406.25Sub total406.25O.H. 14%56.88Total463.13154.38Say per No.154.00G059Rectification of leaks (above 5 No.) in roofs of building above one storeyed building.Per 3 leaks.2.00HourLabourer@81.25162.50Sub total162.50O.H. 14%22.75Total185.2561.75Say per No.61.00G060Rectification of leaks in corrugated sheet roofs with bitumen washers & G.I. Bolts & nuts.Per 5 leaks.5.00No.Bitumen washers.@3.1515.755.00No.G.I. Bolts & nuts.@18.8594.256.00HourLabourer@81.25487.50Sub total597.50O.H. 14%83.65Total681.15136.23Say per No.136.00G061Fixing asbestos cement, aluminium alloy or G.I.ridging available at site with hook bolts or screws.Per 30.48 L.m.200.00Nos.Drive screws & washers.@18.853,770.002.00dayCarpenter@1,000.002,000.002.00dayLabourer@650.001,300.00Sub total7,070.00O.H. 14%989.80Total8,059.80264.43Say per L.m.264.00G062Asbestos ridging complete with roofing screws or hooks.Per 4.064 L.m.4.00PairClose fitting asbestos ridging@500.002,000.0016.00Nos.Drive screws & washers@18.85301.602.00HourCarpenter@125.00250.002.00HourLabourer@81.25162.50Sub total2,714.10O.H. 14%379.97Total3,094.07761.34Say per L.m.760.00G063S/Laying half round tiles over the existing asbestos roof.Per 9.29 Sq.m.320.00Nos.Tile half round (asbes. covering)Gr.I.@0.000.006.00HourLabourer@81.25487.50Sub total487.50O.H. 14%68.25Total555.7559.82Say per Sq.m.59.00

C.J.I - CARPENTER & JOINERI00140mm to 50mm x 12mm plain chamfered special class timber beading fixed complete with Iron screws.Per 30.48 L.m.32.004m40mm to 50mmx12mm spl.Cl.@57.751,848.23timder fillets.48.000NosIron screws (40mm)@1.6076.804.000hourUnskilled Labour@81.25325.004.000hourSkilled Labour@125.00500.00Sub total2,750.03O.H. 14