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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches ordrains (not exceeding 1.5m in width or10sqm on plan),including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed,with in a lead of 50 m. A. All kinds of soil. |
| 2 | B.Ordinary soil. |
| 3 | C. Hard rocks (required blasting) |
| 4 | D. Hard rocks (blasting prohibited) |
| 5 | Earth work in excavation by manual means in foundation trenches or drains (not exceeding1.5minwidthor10sqmonplan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. A. All kinds of soil |
| 6 | B.Ordinary soil. |
| 7 | C. Hard rocks (required blasting) |
| 8 | D. Hard rocks (blasting prohibited) |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator (exceeding 30 cm in depth ,1.5 m in width as well as10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m , as directed by Engineer-in-charge. A. All kinds of soil. |
| 10 | B.Ordinary soil. |
| 11 | C. Hard rocks (required blasting). |
| 12 | D. Hard rocks (blasting prohibited). |
| 13 | Earth work in excavation by manual means over area(exceeding 30 cm in depth,1.5 min width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto1.5 m, as directed by Engineer-incharge. A. All kinds of soil. |
| 14 | B.Ordinary soil. |
| 15 | C. Hard rocks (required blasting). |
| 16 | D. Hard rocks (blasting prohibited). |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 18 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.complete |
| 19 | Pumping out water caused by springs, tidalor river seepage, broken water mainsor drains and the like. |
| 20 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) A. Dry. |
| 21 | B. Wet. |
| 22 | Shingle clearance from canals. |
| 23 | In soils; mixed with moorum/ Kankar/ shingle/ boulders; disposal lead upto 50 m and lift upto 1.5 m |
| 24 | Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly ); including cost of stones but excluding cost of wirecrates |
| 25 | Constructing muthu bunds, comprising boulder sand wood bushes inalternate layers; including working in water situations. |
| 26 | Laying of woveen crate in position. |
| 27 | Hand-packing stones in wire-crates/ gabions; excluding cost of crates and stones. |
| 28 | Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials |
| 29 | Grouting of stone pitching usingM-10 nominal mix concrete (max. size of aggregates; 20 mm nominal) @ 6.00 cumper 100sqm on horizontal / sides lopes; complete including curing.Nalla |
| 30 | Opening out old wire crates those and re-binding after filling. |
| 31 | Tipping stone-filled wire crates in position; including equipment charges. |
| 32 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand. |
| 33 | Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m. |
| 34 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).Crushed |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).Nallah |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level;1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)Crushed |
| 37 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level;1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)Nallah |
| 38 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) Crushed |
| 39 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) Nallah |
| 40 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 41 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%). |
| 42 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 43 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete1:6:12 (1cement :6coarse sand:12 graded stone aggregate 20 mm nominal size) upto plinth level with :7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand. |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form work for :A. Foundations, footings, bases for columns |
| 45 | B. Walls (anythickness) including attached pilasters ,butteresses , plinth and string courses etc |
| 46 | C. Suspended floors, roofs, landings, balconies and access platform. |
| 47 | D. Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 48 | E. Edges of slabs and breaks in floors and walls. |
| 49 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. A. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 50 | B. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). |
| 51 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bar sand disposal of unserviceable material within 50 metres leadasper direction of Engineer - in- charge. |
| 52 | Steel work welded inbuilt up sections / framed work, including cutting, hoisting,fixing in position and Instringers,treads,landings etc. of staircases, including use of chequered plate wherever required, all. |
| 53 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar. |
| 54 | Demolishing dry brick pitching in floors, drains etc. including stacking ofserviceable material and disposal of unserviceable material within 50 metres lead. |
| 55 | Dismantling concrete grouted stone pitching in aprons drains etc. including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters. |
| 56 | Providing and laying of M.S pipe including excavating the trenches and carriage of material of material up to site of work carriage complete job. A. 300 mm dia. |
| 57 | B. 200 mm dia. |
| 58 | C. 150 mm dia. |
| 59 | Providing and laying of Nidi pipe with brass coupling at both side, including carriage of material of material sore to site of work carriage complete job. A. 150 mm dia. |
| 60 | B. 100 mm dia. |
| 61 | Carriage of material from source to site of work by mechanical transport incl. loading, unloading and stacking. A. Cement an avg lead 01 km. |
| 62 | B. Sand and stone agg an avg lead 01 km. |
| 63 | C. Earth an avg lead 01 km. |
| 64 | D. Crate an avg lead 01 km. |
| 65 | E. Soling stone an avg lead 01 km. |
| 66 | Carriage of material from source to site of work by Headload incl. loading, unloading and stacking. A. Cement an avg lead 50 mtr. |
| 67 | B. Sand and stone agg an avg lead 50 mtr. |
| 68 | C. Earth an avg lead 50 mtr. |
| 69 | D. Crate an avg lead 50 mtr. |
| 70 | E. Soling stone an avg lead 50 mtr. |
| 71 | F. Empty cement bags 50 mtr. |
| 72 | Engagment of excavator on hourly basis. |
| 73 | Engagment of labours for site clearance. Please Enable Macros to View BoQ information |
