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| 1 | Earth work in excavation by mannual means for foundations, drains, pipes, cables etc (not exceeding 1.50 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan including dressing of sides and ramming of bottoms lift up to 1.50 mtr, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil |
| 2 | Slip clearance in soils mixed with moorum / Kankar/ shingles/ boulders, disposal lead up to 50 mtrs.and lift up to 1.5 mtrs. |
| 3 | Slip clearnace in ordinary soils disposal lead upto 50 mtrs and lift upto 1.50 mtr |
| 4 | Silt clearance from canals inclusive of intitial lead and lift ( 50 mtrs and 1.5 mtrs) respctively wet. |
| 5 | Silt clearance from canals inclusive of intitial lead and lift ( 50 mtrs and 1.5 mtrs) respctively Dry. |
| 6 | Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrate 1:6:12 (1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size ) upto plinth level. Cement mortar 1:6 ( 1 cement 6 coase sand). Full Rate |
| 7 | Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrate 1:6:12 ( 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size ) upto plinth level. Cement mortar 1:6 ( 1 cement 6 coase sand). Labour Rate |
| 8 | Dry Random Rubble Masonry with hard stone in foundation and plinth ( without bond stone)Full Rate |
| 9 | Dry Random Rubble Masonry with hard stone in foundation and plinth ( without bond stone)Labour Rate |
| 10 | Providing and laying in position cement concrete of specified grade including curing but including the cost of centring and shuttering. All work upto plinth level with. 1:3:6 ( 1 cement 3 coarse sand 6 graded stone aggregrate 20 mm nominal size). |
| 11 | Providing and Laying cement concrete in retaining walls, Return Walls, Walls (any thickness) including attached pilasters, columns, pires, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, copings, bed blocks, enchor blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with: 1:3:6 (1 cement 3 coarse sand 6 graded stone aggregrate 20 mm nominal size). |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size). |
| 13 | Providing and laying in-situ concrete lining using M-10 nominal mix concrete (maximum size of aggregrete 20 mm nominal size) in beds |
| 14 | Constructing Muthu bunds, comprising boulders and wood bushes in alternate layers including working in water situations. |
| 15 | 20 mm cement plaster of mix. 1:4 (1cement :4 sand) |
| 16 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with. 1:2:4 (1 cement 2 coarse sand 4 graded stone 20 mm nominal size). |
| 17 | Providing and laying in position cement concrete of specified grade of reinforced cement conc. Including curring but excluding cost of centring and shuttering finishing and reinforcement. All works up to plinth level. 1:2:4 (1 cement 2 coarse sand 4 graded stone agg. 20 mm nominal size. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for foundation, footings , bases for columns. |
| 19 | Walls (any thicknes) including attached pilasters, buttresses, plinth & string courses, fillets, curves, and steps etc. |
| 20 | Filling empty cement bags with sand / earth, including cost of sewing and strings , cost of bags and earth/ sand. |
| 21 | Hand packing stones in wire crates excluding cost of crates and stones. |
| 22 | Steel reinforcement for RCC work including straigtening, cutting, bending, placing in position and bending all complete up to plinth level mild steel and medium tensile bars. |
| 23 | Providing of polythene sheets for plugging of seepages. |
| 24 | Demolishing cement concrete manually or by Mechanical means including disposal of material within 50 mtrs lead as per directions of engineer incharge: 1:3:6 or richer mix |
| 25 | Demolishing cement concrete manually or by Mechanical means including disposal of material within 50 mtrs lead as per directions of engineer incharge: 1:4:8 or leaner mix |
| 26 | Demolishing stone rubble masonry manually/ by Mechanical means including stacking of serviceable material and disposal of unserviceable material within 50M lead as per direction of engineer Incharge, in cement Mortar |
| 27 | Labour engaged for dismantaling of dry stone masonary including stacking of serviceable material and disposal of unserviceable material 01 Number labour for 2.83 Cubic Metre (complete job as directed by Engineer Incharge) |
| 28 | Providing and laying PVC pipes 150mm dia |
| 29 | Providing and laying PVC pipes 200 mm dia |
| 30 | Providing of CGI sheets 0.50 mm thick with zinc coating for crossing water through breaches portion. |
| 31 | supply of carpenter for cutting and making proper shape and fitting for canals/khuls section of plywood sheets/ C.G.I sheets etc. |
| 32 | Supply of labour for laying and fitting of G.I sheets and pipes etc |
| 33 | Weed clearence from canal/khuls section including extraction of roots |
| 34 | Providing and fixing 20mm thick wooden planks ( for construction of temporary channel of canal section) (Fir wood ) |
| 35 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete a) welded |
| 36 | Dumping stones excluding cost of stones (in Horizontal on level) |
| 37 | Supply of stones ( Boulder) |
| 38 | Supply of stones (Masonary) |
| 39 | Supply of crates. |
| 40 | Carriage of material from nearest Crusher to site of work including loading , unloading , stacking complete by Av. 05 Km by MT . ( to be paid as per actual distance involved at site)a) Sand |
| 41 | b) Stone Agg. below 20mm |
| 42 | Stone Agg. 20 mm and above upto 40 mm |
| 43 | d) Earth |
| 44 | h) Stone |
| 45 | Carriage of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 5.00 Km upto 10.00 Km/km a) Sand |
| 46 | b) Stone Agg. below 20mm |
| 47 | Stone Agg. 20 mm and above upto 40 mm |
| 48 | d) Earth |
| 49 | h) Stone |
| 50 | Carriage of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km upto 20.00 Km/km a) Sand |
| 51 | b) Stone Agg. below 20mm |
| 52 | Stone Agg. 20 mm and above upto 40 mm |
| 53 | d) Earth |
| 54 | h) Stone |
| 55 | Carriage of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Additional lead above 20.00 KM a) Sand |
| 56 | b) Stone Agg. below 20mm |
| 57 | Stone Agg. 20 mm and above upto 40 mm |
| 58 | d) Earth |
| 59 | h) Stone |
| 60 | Arrangement/Illumination of office buildings on the eve of Independence day and Repbulic day functions |
| 61 | Carriage of material from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand |
| 62 | b) Stone Agg. below 20mm |
| 63 | Stone Agg. 20 mm and above upto 40 mm |
| 64 | d) stone |
| 65 | d) Earth |
| 66 | Carriage of material by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand |
| 67 | b) Stone Agg. below 20mm |
| 68 | Stone Agg. 20 mm and above upto 40 mm |
| 69 | d) stone |
| 70 | d) Earth Please Enable Macros to View BoQ information |
