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| 1 | Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter Si.No.1) |
| 2 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 Stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter Sr.No.1) |
| 3 | Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 Sr.No. 2) |
| 4 | R.c.c work with cement approved coarse sand and 4cm gauge approved stone ballast in the proportion 1:2:4 (One part of Cement, 2 part of Coarse sand and 4 part of 4cm. stone grit) in R.CC Raft Foundation and Footing 4cm. Gauge approved stone ballast excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150 grade. (5-Chapter S.I.No.287) |
| 5 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1: 1½: 3 in (One part of Cement, 1½ part of Coarse sand and 3 part of 2cm. Stone Grit) Wall/R.CC Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centring and shuttering etc. And also including supply of all materials labour and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-20 grade. {5-Chapter Si.No.11(i)} |
| 6 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 (One Part of Cement, Two Part of Coarse Sand and Four Part of 2cm Stone Grit) in heavier beam I.e. having span more than 6 meters excluding supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than m-150. (5-Chapter PWD SCH.No.286) |
| 7 | Class-150 brick work in 1:4 cement and coarse sand, mortar in Super Structrure including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapte No. 06 S.I. No. 2+5) |
| 8 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1½:3 R.C.C. T beam and Columns excluding supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than m-150. (5-Chapter PWD SCH.No.289) |
| 9 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.C.C Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter Si.No.8) |
| 10 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor.(Chapter No. 10 As per M.R.) |
| 11 | 12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.(c) 1 Cement : 4 Coarse sand.(Chapter No.13 Si.No.1) |
| 12 | Earth work in Filling in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 5km. form the foundation trenches including royalty@ 9.00 per cum. (Chapter No.4 Si.No.3+ CPTR No. 3 1 to 5 Km.) |
| 13 | Supply and fixing 6mm (1/4\\") thick Chine white glazed tiles in flooring or dado laid with 1:3 cement and approved coarse sand mortar and approved coarse sand mortar finished with white cement jointed and polishing complete including supply of all materials, labor for porper completion of the work. (Chapter No.14 S.I. No. 628) |
| 14 | Mild steel of iron in heavy size such as trusses built up gates record reck, roof work gates etc. brought to required form including drilling holes revitting are welding where neccesary, and also including supply of steel bolts , nuts wastage etc. and there fixing required for completion of the work. (Chapter No.10 Sr.No.2) |
| 15 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. including curing the cost of all material, labour, T&P etc. complete. (Chapter No.15 Si.No.1) |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 Itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) supply of all labour material and T&P required for proper completion of work. (Chapter No.15 Si.No.5) |
| 17 | Supply and Fixing of Light Fitting Switch Board. (None Sheduled) |
| 18 | Supply and Fixing Wiring of Light Point. (None Sheduled) |
| 19 | S/L/J of 20mm dia PVC Cunduct Pipe etc. all complete. |
| 20 | Supply & Fixing of wiring Sub Main. |
| 21 | Supply & Fixing of Plug Point 15Amp. |
| 22 | Supply & Fixing of 27watt. CFL etc. all complete. |
| 23 | Lettering & Painting of wall etc. all complete. |
| 24 | Supply & Fixing 1200mm Fan Bajaj/Crompton make etc. all complete. (Market Rate None Scheduled) |
| 25 | Paint of the two coat over priming coat including cost of priming coat on steel work etc all complete.{15-Chapter Sr.No.9+10+11} |
| 26 | Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-15 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter Sr.No.6 Si.No..4.1.3) |
| 27 | Providing and Fixing PVC pipe conforming to ISI make working pressure 6 kg/Cm including testing labour T&P etc. all complete.110mm diameter. (Chapter No.23 SI.No. 30(iii)) |
| 28 | Providing and laying D.P.C. 40cm. Thick with cement concrete consisting of one part cement 1.5 part of coarse sand and three part of approved 10mm grade stone grit and including water proofing material as directed by the engineer-in-charge in the proportion as specified by the manufacturer. {Chapter No.07 Si.No.361} |
| 29 | Class-150 brick work in 1:4 Cement and Coarse sand mortor in Super structure above plinth level upto floor five level for wall thickness more than 12cm. including supply of all material, labour and tools and plants etc. All complete. {Chapter No.6 Si.No.2+6} |
| 30 | Providing and Laying Vitrified Tiles 500x500mm Size (thickness 10mm), with water absorption less than 0.08% and conforming to IS:15622, of approved brand manufacture, in desired colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, including grouting of joints. Including 75mm thick base with concrte 1:4:8 complete as per E/I etc. all complete. (Chapter No.14 Sr.No.20) |
| 31 | Pro/iding and fxing lSl marked flush door shutters conforming to lS : 2202 (Part l) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.including ISI marked Stainless Steel butt hinges with necessary screws. (A) 35mm Thick. (Excluding cost of Flttings) (Chapter No.9 Si.No.1-9.21.1) |
| 32 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm Sand Cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the wall and floors wherever required : White Vitreous China Orissa pattern W.C. pan of size 580x440 mm with with integral type foot rests. (Chapter No.24 SI. No.1) |
| 33 | Providing and fixing water closet squatting pan (European type W.C. pan) with 100mm Sand Cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the wall and floors wherever required : White Vitreous China Orissa pattern W.C. pan of size 580x440 mm with with integral type foot rests. (Chapter No.24 SI. No.2) |
| 34 | Providing and fixing wash basin with C.l. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require: (White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps) {Chapter No.24 Si.No.5A} |
| 35 | Supply & Fixing of brass Bib Cock of heavy quality (Gem Mikado/Excess's Williams of eqv.) etc. all complete.15mm dia 400 gms (Chapter No.21 Si.No.43) |
| 36 | Providing and fixing white vitreous china squatting plate urinal with Integral rim Longitudinal flush pipe. (Chapter No.24 Si.No.20) |
| 37 | Providing and Fixing PVC pipe conforming to ISI make working pressure 6 kg/Cm including testing labour T&P etc. all complete.140mm diameter. (Chapter No.23 SI.No. 30(iv)) |
| 38 | 6mm thick Celling plaster 1:3 (1 cement :3 fine sand) cement & fine sand in F.M not less than 1.25, 1:3 including chipping of RCC surface before celing plaster. The cost of including at material, labor T&P and scafolding etc complete. (Chapter No.13 Si.No.13) |
| 39 | White Washing with lime on under coated wall surfaces (Two coat) to give an even shade including thoroughly brooming the surcface to remove all dirt, dust mortar drops and loose scales of lime wash and foreign matter. (Chapter No.-16 Si.No.2) |
| 40 | Constructing brick masonary chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. cover with frame (light duty) 455x610mm Internal dimensions, total weight of cover with frame to be not less than 38kg (weight of cover 23kg and weight of frame 15kg), R.C.C. top slat with 1:2:4 mix (1 Cement : 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1 :5:10 (1 Cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortal 1:3 (1 Cement : 3 Coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard desing: (a) Inside dimensions 455x610mm and 45cm deep for single pipe line : With Common burnt clay F.P.S. (non modular) bricks of class designation M-150). {Chapter No.25 Si.No.8a) |
| 41 | Providing and Stacking 22.40-53mm guage stone aggregates of specific sizes to water bound macadam specification including etc all complete.(NS) |
| 42 | Supply and Laying stone dust etc all complete. |
| 43 | Consolidation/Compaction of stone ballast 10cm thick (loose) coat including repairing of patches picking up to old surface spreading, ballast making medhies to retain water and carriage of metal upto 30m carriage of water upto 200m maintenance of barriers and all labour T&P including road roller charges etc. required for proper completion of work the stone ballast is to be supplied to the contractor free of cost at site. |
| 44 | Supply and laying of Shaped precast Interlocking tiles of thickness 60mm thick Rubber Molded Gray (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mmn thick local sand base levelling and dressing of surface to required level and slope etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. (Tiles shape decided by Engineer-in-charge with ISI Mark) {Chapter No.20 Si.No.17(b)} |
| 45 | Supply & Fixing 1000 Leter P.V.C. Sintex Water Tank Supply of all material etc. all complete. (None Scheduled) |
| 46 | Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8) |
| 47 | Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft) including Painting, Lettering etc. all complete. (None Schedule) |
| 48 | Sub Total |
| 49 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 50 | Grand Total Please Enable Macros to View BoQ information |