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| 1 | Cleaning of the site for warkable etc. All complete. (Non Scheduled) |
| 2 | 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 oxcavated 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 30m form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter S.I.NO.- 251) |
| 3 | Earth work in Cutting or in embankment in rodinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required lavels and slops and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge etc. all complete. (20-Chapter PWD.SCH.No.253(a))PWD Sheduled 2015 |
| 4 | Providing and laying cement concrete in 1:5:10 (1 cement :6 fine sand 12 stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter S.I. No. 01) |
| 5 | Class-150 brick work in 1:6 cement and Coarse sand 1.25 fineness modulus mortor in Foundation including supply of all material, labour and tolls and plants etc. All complete. (CP-6 S.I. No. 01) |
| 6 | Providing and laying D.P.C. 40cm. Thick with cement concrete consisting of one part cement 1.5part 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} |
| 7 | Class-150 brick work in 1:4 Cement and Coarse sand 1.25 fineness modulus mortor in Super Structure including supply of all material, labour and tolls and plants etc. All complete. (S.I. No. 303+309) |
| 8 | M-150 in 1:3 with cement and coarse sand in Sub structure for 12cm. thick wall including supply of all material labour T & P etc. required for proper completion of work. {Chapter No.6 Si No.307+310(A)} |
| 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.cc Slab 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 S.I. No.-284) |
| 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 S.I. No. 504(B)) |
| 11 | 12mmcement plaster in single coat on rough site of single of half brick wall for interior plastering up to floor to level including internal rounded angles not excluding 80mm in girth and finished even and smooth. (b) 1cement : 6 Coarse sand. (Chapter No.13 Si.No. 2) |
| 12 | 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. |
| 13 | Supply & fixing of flush doors, commercial quality conforming of I.S. 2202 part 1 (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs, fitting with necessary screws to be supplies deparmentally.(a) 30mm thick. {Chapter No.09 } |
| 14 | Supply and Fixing Oxided Iron Fitting etc. all complete (None Scheduled) |
| 15 | Providing and fixing of door & ventilater etc. all complete. (DSR No. 9.6.1) |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/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 } |
| 17 | Paint of the two coat over priming coat including cost of priming coat new steel gril etc. all complete.(15-Chapter Sr.No.1+8) |
| 18 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre 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 walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (Chapter No.24 SI. No.1) |
| 19 | Providing and fixing White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps. (Chapter No.24 Si.No.3A) |
| 20 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS: 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: |
| 21 | P/L 18mm white Granite Stone (Super Quality) flooring over 25mm thick base of cement mortar 1:4 (1 Cement : 4 Coarse Sand) laid and jointed with white cement slurry including rubbing and polishing complete. {Chapter No.14 Si.No.(9)} |
| 22 | Supply and hoisting of Sintex or equivalent high density polyethylene seamless of piece moulded tanks and placing the same in proper position including all taxes, labour and T&P etc. for proper completion of work. Tank should be ISI marked, Sintex or equivalent. (19-Chapter Sr.No.2) |
| 23 | Supply and lowering of 110 mm dia 6 kg/cm2 PVC pipe (Phenolex or apb by E/I) all complete. (I.S.I. Mark only)(Chapter No.23 SI.No. 32(C)) |
| 24 | 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. 32(D)) |
| 25 | Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & Cold Water Supply, including all CPVC Plain & brass threaded fittings I/c fixing the pipe with clamps at 1.00 m spacing, This includes Jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints, complete as per direction of Engineer-in-Charge. Concealed work, of including cutting chases and making good the wall etc.(d) 25mm nominal outer dia pipes.(Chapter No.23 SI.No.8C) |
| 26 | Supply & Fixing of brass Bib Cock of approve quality etc. all complete. 15 mm (Chapter No.22 Si.No.22) |
| 27 | Supply & Fixing of C.P. brass Stop Cock (Conceled) of Standerd design of approve quality etc. all complete. (Chapter No.21 Si.No.44) 25mm. (Chapter No.22 Si.No.25) |
| 28 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing:Rectangular shape 453x357 mm |
| 29 | Providing and laying Vitrified tiles in floor with lean concrete of 500x 500mm sizes (thickness 10mm), with a water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, 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 concrete 1:4:8 complete as per E/l. (Chapter No.14 Sr.No.15) |
| 30 | Supply and Fixing of Light Fitting Switch Board. (None Sheduled) |
| 31 | Supply and Fixing Wiring of Light Point. (None Sheduled) |
| 32 | S/L/J of 20mm dia PVC Cunduct Pipe etc. all complete. |
| 33 | Supply & Fixing of wiring Sub Main. |
| 34 | Supply & Fixing of Plug Point 15mm. |
| 35 | Lettering & Painting of wall etc. all complete. |
| 36 | Supply & Fixing of 27watt. CFL etc. all complete. |
| 37 | Cartage of Ballast, Kankar, Coal, Grit or Sand etc, including loading and unloading but excluding stackings on pucca roads.(Chapter No.3Si.No.8)8km. |
| 38 | Making connection of drain of sewer line with existing man hole including breaking into and making good the walls, floors with cement concrete 1:2:4 cement plastered on both side with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channels with cement concrete 1:2:4 for the drain etc. all complete. |
| 39 | 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) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg). R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 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 design: . (a) Inside dimensions 455x610 mm and 45 cm 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.6) |
| 40 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1) cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) Red sand stone-exposed face fine dressed with rough backing. 30 mm thick (Chapter No.18 Si.No.1 ) |
| 41 | 6mm thick plastering on ceilings and soffits of stairs upto floor two level instead of plastering in wall.(V) 1 cement : 3 fine sand |
| 42 | 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 (15-Chapter Si.No.5) |
| 43 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineerin-Charge. External work(A)15mm nominal outer dia pipes. (Chapter No.23 Si.No.8A) |
| 44 | S/F Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). including 50mm thick base with concrete 1:4:8 complete as per E/l(1 cement : 4 coarse sand). (Chapter No. 14 S.I. No.21) |
| 45 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, ilc fixing the railing with necessary accessories & stainless steel dash fasteners stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 46 | Deduction of cost for (a) old workable bricks |
| 47 | (b) bricks bats |
| 48 | Sub Total (A) |
| 49 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 50 | Grand Total |
