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| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick |
| 2 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50 m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. Soft/Loose soil |
| 3 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50 m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Hard soil mixed with Kankar/boulders,Morrum |
| 4 | Extra lead over item no 1 to 6, 7© & 8 of excavated material.Beyond initial lead of 50 m & upto 250 m,Add extra over item 10 (a) for lead beyond 250m & upto 750m,Add extra for each subsequent lead of 500m or part, there of beyond 1/2,Add extra for each subsequent lead of 1 km or part there of beyond 5 KmKm. & upto 5 Km(for average 1/2Km). |
| 5 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 6 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm |
| 7 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.(c)In cement sand mortar 1:5 |
| 8 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for superstructure including curing all leads of all construction materials including curing etc. complete. Add extra over item for Masonry work in superstructure. In cement sand mortar 1:5 |
| 9 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing& curing etc complete including all leads of all construction materials of thickness: 20mm |
| 10 | Supply and fixing jodhpur sand stone machine cut Dash, Coping, Sill, Lintel fixed in cement sand mortar 1:4 9 cm (3.5\\") thick |
| 11 | Supply and fixing jodhpur sand stone machine cut Dash, Coping, Sill, Lintel fixed in cement sand mortar 1:4 5cm (2\\") thick |
| 12 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 13 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With initial lead beyond 250 m and up to 750 m (for average lead 1/2 km) |
| 14 | Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor/vibro sheep foot compactor required as per site condition to obtain dry density of At least 98% of Standard Proctor's density |
| 15 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 16 | Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20cm on embankments etc with cost of dewatering wherever required and complete in all respect |
| 17 | Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 19 | Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete. |
| 20 | Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts (a)23 cm thickness (± 5 % thickness tolerance) |
| 21 | R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar |
| 22 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 23 | Supplying and fixing Jodhpur machine cut stone Kadau in CM 1:4 with rock facing with proper projection and machine cut edges of stone, two line dressing of building corners, jambs etc. including uniform joints using aluminium square section of size 12 mm to 15 mm as per requirement of course and width of stone not less than 12 Cm., with reqisite humber headers (minimum length of stone 0.9 M) (i) 29cm(11.5\\") height |
| 24 | Add extra for facing with white ashlar stone three line dressed of size 300x300mm with min. thickness of 125mm, including all four edge are chamfered cut 12mm x 12mm with 3 line dressing, every fifth stone header with thickness min.300 mm,including additional cost of stone as per drawing or as approved by Engineer In Charge, Complete with all respect . |
| 25 | Supply and fixing ashlar lintels and Dassa exposed horizontal and vertical faces 3 - lines fine dressed (bearing bed & top surface made perfectly even) Above 20 cm. thick & above 2.15 m length (a) Soorsagar or eqvt. White Ashlar |
| 26 | Supplying and fixing ashlar solid block pillars fully fine (3 lines) dressed (a) Soorsagar or eqvt. White Ashlar |
| 27 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. |
| 28 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 1.00 mm thick with zinc coating not less than 275 gm/m2 Please Enable Macros to View BoQ information |
