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| 1 | Earth work in excavation in foundation trenches in hard soil (vide classification of soil item - A+B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts with leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as perbuilding specification and direction of E/I.B.C.D. S.O.R. Item No. 5.1.1 + 5.1.2 |
| 2 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royaly and taxes all complete as per building specification and direction of E/l.B.C.D. S.O.R. Item No. 5.1.10 |
| 3 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.6.3 |
| 4 | Providing designation 75B one brick edge soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.6.4 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)B.C.D. S.O.R. Item No. 5.3.1.2 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)B.C.D. S.O.R. Item No. 5.3.1.1 |
| 7 | 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 mmnominal size)B.C.D. S.O.R. Item No. 5.3.10 |
| 8 | 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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)B.C.D. S.O.R. Item No. 5.3.9.1 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.B.C.D. S.O.R. Item No. 5.3.17.1 |
| 10 | Providiag designation 75B brick work in Cement Mortar (1:6) in foudation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per building specificition and direction of E/l.B.C.D. S.O.R. Item No. 5.2.6 |
| 11 | Providiag designation 75B brick work in Cement Mortar (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per building specificition and direction of E/l.B.C.D. S.O.R. Item No. 5.2.14 |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).B.C.D. S.O.R. Item No. 5.3.11 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.B.C.D. S.O.R. Item No. 5.3.17.6 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.B.C.D. S.O.R. Item No. 5.3.17.5 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.B.C.D. S.O.R. Item No. 5.3.17.3 |
| 16 | Providing 6mm cement plaster (1:4) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.7.6 |
| 17 | Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts all complete as per specification and direcition of E/l.B.C.D. S.O.R. Item No. 5.7.3 |
| 18 | Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and finally dressed with earth obtained from excavation of foundation trenches with a lead of 50m and lift of 1.5m all complete as per building specification and direction of E/l.B.C.D. S.O.R. Item No. 5.1.7 |
| 19 | Providing TMT steel reinforcement 8mm, 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of M.S bar to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.5.4 : 8mm dia Bar - |
| 20 | Providing TMT steel reinforcement 8mm, 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of M.S bar to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.5.4 : 10 mm dia Bar - |
| 21 | Providing TMT steel reinforcement 8mm, 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of M.S bar to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.5.4 : 12 mm dia Bar and above - |
| 22 | Providing 50mm thick cement concrete flooring (1:2:4) with 20mm to 6mm size graded stone chips finished with floating coat of neat cement panels, including cost of curing, finishing the surface smooth by rubbing with carborundum stone taxes royalty all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.6.9 |
| 23 | Providing single layer Naria Tiles in roof in roof including cost of all labour and materials ,taxes all compelete job as per specification and direction of E/I.B.C.D. S.O.R. Item No. 5.7.14 |
| 24 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of BCD. Item No. 5.8.24 |
| 25 | Providing 12mm thick cement plaster (1:4) with clean coarse sand of F.M 1.5 including screening curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.+Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. 5.7.2+5.7.11 |
| 26 | Filling in foundation tranches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches with a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurment compacted volume). 5.1.8 |
| 27 | Cost of drilling 200mm x 165mm x 100m deep bore well in all kinds of soil and rock in rural area for installation of pump set with D.T.H. rig all complete! including supplying all materials, labours, tools, drilling rig, air compressor and equipment as well as fuel, lubricants for making boring and cost of transporting/charges of rig machine & other vehicles up to site of the work as per specification and direction of E/l.(M1035 : DW&S) (a) Up to 50 mtr Below G.L. |
| 28 | Cost of drilling 200mm x 165mm x 100m deep bore well in all kinds of soil and rock in rural area for installation of pump set with D.T.H. rig all complete! including supplying all materials, labours, tools, drilling rig, air compressor and equipment as well as fuel, lubricants for making boring and cost of transporting/charges of rig machine & other vehicles up to site of the work as per specification and direction of E/l.(M1035 : DW&S) (b) Beyond 50 mtr. up to 125 mtr. Below G.L. |
| 29 | Supplying all materials, labours, equipments for lowering 200mm dia M.S. ERS pipes as casing of well thickness 6mm for protecting the sites from falling during the process of drilling ail complete including carriage to work site. (M1036 : DW&S) |
| 30 | Supplying labour and equipments including 200mm dia. M.S. Cap and fitting and fixing over the tube well properly and taking it out as per direction of E/I.(M1036 : DW&S) |
| 31 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, all as per requirement and direction of Engineer-in-charge. (M1042 : DW&S) |
| 32 | Supplying all tools, labours, equipments for lowering 32mm dia G.I. suspension pipe in 3 mtr. length in the drilling bore of tube well etc. all complete job as per direction of E/I. (M-1051 : DW&S) |
| 33 | Supplying labour for fitting and fixing deep well cylinder jointing materials, chrome leather bucket all tools and plan etc. required for the job for low water level all complete job as per specification and direction of E/I. (M-1052 : DW&S) |
| 34 | Providing all labour for fitting and fixing of India Mark-II hand pump including supplying all tools and plats etc. as required for the job all complete job as per direction of E/I. (M-1053 : DW&S) |
| 35 | Cost of 1 no. I.S.I. Marked India Mark-II hand pump confirming to IS. 15500 (Part-II)/2004 with amendment with all accessories including 8 nos. 12mm dia B.S. connecting rod. (M-1023 : DW&S) |
| 36 | Cost of 32mm dia G.I. pipe 3 M long screwed at both ends with seamless Socket as per IS. 1239 (Part-II)/1990. (M-1025 : DW&S) |
| 37 | Providing 50 mm thick 2nd class Concrete Flooring (1:2:4) with 20 mm to 6mm size grade stone chips in finished with flooring coat of neat cement in panels all complete job as per specification and direction of E/I. 5.6.9 |
| 38 | Providing 12 mm thick cement plaster (1:6) with clean coarse of F.M. 1.5 With 1.50 mm Punning including screening , curing with all leads and lifts of water scaffolding taxes and royalty all complete as per specification and direction of E/I |
| 39 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. 5.1.1 BCD |
| 40 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.With Grading-III Material 4.1 B (iii) RCD |
| 41 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 6.02 RCD |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns etc. for mass concrete. 5.3.17.1 BCD |
| 43 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)5.1.7 BCD |
| 44 | Carriage in Materials Cement:- |
| 45 | Chips |
| 46 | Bricks |
| 47 | Steel |
| 48 | GST 18% |
| 49 | Labour Cess 1% Please Enable Macros to View BoQ information |
