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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Extra rates (%) for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these dificult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in dificult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored. |
| 6 | In or under water and/or liquid mud, including pumping out water as required |
| 7 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 8 | All kinds of soil |
| 9 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | 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 : |
| 14 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 15 | 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: |
| 16 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete |
| 20 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 21 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 23 | Weather shed, Chajjas, corbels etc., including edges |
| 24 | Extra for shuttering in circular work (20% of respective centering and shuttering items) |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 27 | Supplying and stacking at site. |
| 28 | 90 mm to 45 mm size stone aggregate |
| 29 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. |
| 30 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 31 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 32 | 150x10 mm |
| 33 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 34 | 100 mm |
| 35 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 36 | Providing and fixing bolts including nuts and washers complete. |
| 37 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 38 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 39 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 40 | Electric resistance or induction butt welded tubes |
| 41 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 43 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 44 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 45 | 40 mm thick with 20 mm nominal size stone aggregate |
| 46 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. |
| 47 | 18 mm thick |
| 48 | 12 mm cement plaster of mix: |
| 49 | 1:4(1 cement: 4 fine sand) |
| 50 | 12 mm cement plaster of mix: |
| 51 | 1:4(1 cement: 4 coarse sand) |
| 52 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 53 | 1:4(1 cement: 4 fine sand) |
| 54 | Finishing walls with water proofing cement paint of required shade: |
| 55 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 56 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 57 | Two or more coats on new work |
| 58 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: |
| 59 | Two or more coats on new work |
| 60 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work |
| 61 | PN - 10 Pipe, 75 mm OD (SDR-11) |
| 62 | Providing and fixing PPR Unions |
| 63 | PPR Union 75mm |
| 64 | Supply and filling in plinth with Gravel in intake channel. |
| 65 | Filling gravel in intake channel upto well |
| 66 | Providing and fixing PPR gate valve of approved quality. |
| 67 | 75mm nominal bore |
| 68 | Providing and fixing PPR Flange with core (stub END) including slip on piece as per direction of Engineer-in-charge. |
| 69 | 75mm diameter |
| 70 | Proving and fixing PPR Elbow 90 degree |
| 71 | 75 mm diameter |
| 72 | Providing and fixing PPR Elbow 45 degree |
| 73 | 75mm diameter |
| 74 | Constructing CC Chamber 90x90x100 cm, inside with 75 class designation cement concrete in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : |
| 75 | Providing 6mm thick M.S. Sheet lid of size 0.85 x 0.85mm with priming coat including M.S. flat of size 50x6mm 2 Nos. diagonally and 4 Nos. around the M.S. sheet lid with M.S. angle 40x6mm thick 4 Nos. as required including applying priming coat with arrangement of lock and key standard brand godrej norathal etc. complete as per the direction of Engineer-in-charge. |
| 76 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fastners of required dia & length (hold fast lugs or dash fastner shall be paid for separately) : |
| 77 | Superior hard wood category-II. (A) |
| 78 | Providing and fixing glazed shutters for door, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S pressed butt hinges bright finished or required size with necessary screws. Superior hardwood cat-II (A). |
| 79 | 35 mm thick. |
| 80 | Providing and fixing aluminium hooks and eyes. |
| 81 | 150 mm |
| 82 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. |
| 83 | Two or more coats on new work |
| 84 | Providing cement concrete surface drain with 1:3:6 (1-cement, 3-sand and 6-graded stone aggregate 40mm nominal size) finished with 1:4 (1-cement & 4-sand) including floating coat of neat cement inside the drain and its top & exposed surface including earth work in excavation and disposal of surplus earth etc complete. |
| 85 | (a) 15 x 15cm surface drain. |
| 86 | Applying priming coat: |
| 87 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 88 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equalavent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping aluminium screws (Xylan) of size (5.5x 55 mm) with EPDM seal, 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 wherever required. |
| 89 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets accessories 0.50 mm (+0.05 %) total coated thickness, with aluminium Zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. |
| 90 | Ridges plain (500 - 600mm) |
| 91 | Providing and laying hollow block cement concrete block walling 200mm thick consisting of hollow block of size 400mm x 200mm x 200mm of mix 1:3:6 (1 cement; 3 coarse sand; 6 graded stone aggregate 10mm nominal size) having a crushing strength of 3.5 N/Sqm at 28 days as per IS:2185 (Part-I) 1979 laid in cement mortar 1:6 (1 cement; 6 coarse sand) upto floor five level. |
| 92 | Providing and fixing in position facias and eaves board with 19mm thick make Green ndure wood plastic composite (WPC) board or equivalent having termite & boarder proof, fire retardant, water proofing restant, 30 cm wide including fixing with nuts and bolts etc. complete. |
| 93 | Extra for providing and fixing wind ties of 40x 6mm Aluminium flat section. |
| 94 | Providing and laying in position cement concrete 1:3:6 (1 cement : 2 coarse sand : 6 graded stone aggregate 20 mm nominal size) in foundation of pump, DG set etc including form work etc as required. |
| 95 | Supplying , Installation, testing and commissioning of DM 28(Self start) 26 HP, 1800 RPM double Cylinder, vertical, water cooled Diesel Oil Engine coupled with Kirloskar make 26SR9 stage water pump having a capacity to deliver 13.9 LPS at a total head of 60 mtrs including base frame with foundation bolts and nuts, coupling assembly, coupling guard, foot valve, panel, meter, guage, battery, fuel tank. etc as required. Make :- Lirlosker or equivalent. Please Enable Macros to View BoQ information |
