| 1 | 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge). | | 2578.87 | cum |
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| 2 | 2 | Mech Elec Works :- Raw water intake channel 200 mm C.I puddle, 300 mm fabricated wire, pedestal type flow indicator with dial disk, 100 mm dia sluice valve, valve operating gear.(ap per the instructions of Engineer Incharge) | | 3 | job |
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| 3 | 3 | Flush mixer :- 2 HP 3 phase electric motor reduction gear, S.S fabricatedwith paddle leaves under water guide with coupling tail pieces sluice valves complete (ap per the instructions of Engineer Incharge) | | 1 | job |
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| 4 | 4 | Beaching Power/Alum Tank:- 1 HP Motor, reduction gear box vertical fledge, agitator, 40 mm dia line for alum & bleaching, GM vaves PVC Disphrum valves ridged PVC pipes M/S rubber linedalum tank complete | | 2 | job |
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| 5 | 5 | Filter House :- 200 mm dia sluice valve C.I bend 6 No.'s 200 dai piping for back wash tail pieces 200 mm outlet controller float slow starter equipment gear/flow indicator loss of head indicator. MS fabricated for CWC 1.5 mtr long tail pieces & for wash out C.I flanges 250 mm C.I Sluice valve nuts, bolts,etc complete | | 6 | job |
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| 6 | 6 | Electrical works required at site during & after execution of plant of reputed make with ISI mark including all carriages complete job ( To be pais as per actual ) & as per the directions of Engineer Incharge | | 1 | job |
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| 7 | 7 | P/S of filter media with necessary base for 02 beds (to be provided as per reqiurement & as per the directions of Engineer Incharge) Complete Job (ap per the instructions of Engineer Incharge) | | 1 | job |
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| 8 | 8 | S/F of 200 mm dia double flanged bends of reputed make (ap per the instructions of Engineer Incharge) | | 6 | No. |
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| 9 | 9 | S/F of 200x 200 mm equal tee | | 8 | No. |
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| 10 | 10 | P/F of under drainage system as perforated PVC pipes 80 mm dia (ap per the instructions of Engineer Incharge) | | 120 | Rm |
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| 11 | 11 | P/S of extention rods for sluice valves of required size (ap per the instructions of Engineer Incharge) | | 8 | job |
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| 12 | 12 | Provision for main inspection Chamber (sub to actual ) | | 2 | job |
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| 13 | 13 | P/F of MS rotating bridge with MS rail on the base of cleariflocculator suitable for bearing silt load including end carriage driver , chain reduction gear & m,otor including all electro-mech accessiories c. job (ap per the instructions of Engineer Incharge) | | 1 | job |
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| 14 | 14 | S/I/T/C of air blowers complete with all accessiories of standard make 100 CFM cabl of providing compressed air @ 0.35 KG/sq cm with all electro- mech accessiories (ap per the instructions of Engineer Incharge) | | 2 | job |
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| 15 | 15 | P/I/T/C of 25 KVA DG SET OF REPUTED MAKE WITH ALL ACCESSIORIES C. JOB (ap per the instructions of Engineer Incharge) of Kirloskar Make | | 1 | job |
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| 16 | 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | | 31.55 | cum |
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| 17 | 17 | Providing and fixing G.I. pipes (Light) complete including cost of pipes and pipe fittings such as tees, bends, sockets, unions, R-sockets, nipples of reputed manufactures like Jindal, Surya, Prakash, Tata etccomplete of following nominal bore. The cost includes all carriages, leads,lifts, handling and re-handling charges following with G.I. fittings excluding trenching and refilling etc. (external work). Light\n100 mm dia G.I (Light Class-A) @ 9.89 kg/mtr) | | 2000 | mtr |
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| 18 | 17.1 | 80 mm dia G.I Pipes (Light A-Class ) @ 6.81 kg /mtr) | | 500 | mtr |
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| 19 | 17.2 | 40 mm dia GI Pipes (Light A-Class @ 3.25 kg/mtr) | | 1000 | mtr |
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| 20 | 17.3 | 25 mm dia GI Pipes (Light A-Class @ 2.01 kg/mtr) | | 1200 | mtr |
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| 21 | 17.4 | 20 mm dia GI Pipes (Light A-Class @ 1.41 kg/mtr) | | 1800 | mtr |
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| 22 | 17.5 | 15 mm dia GI Pipes (Light A-Class @ 0.95 kg/mtr) | | 850 | mtr |
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| 23 | 18 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete\n25 to 40 mm nominal bore | | 16 | each |
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| 24 | 19 | 50 to 80 mm nominal bore | | 10 | each |
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| 25 | 20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | | 1697 | cum |
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| 26 | 21 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone (Quarry) | | 27.99 | cum |
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| 27 | 22 | Providing and laying of stone soling (dully hand packed) on horizontal level. | | 748.42 | cum |
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| 28 | 23 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). | | 50.33 | cum |
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| 29 | 24 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 46.93 | cum |
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| 30 | 25 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 1.63 | cum |
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| 31 | 26 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 60.35 | cum |
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| 32 | 27 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | | 151.68 | cum |
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| 33 | 28 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 50.26 | each |
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| 34 | 29 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Decorative ply wood both side decorative veneer (type 1) conforming to IS 1328 BWR type | | 3.74 | sqm |
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| 35 | 30 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:\nThermo-Mechanically Treated bars of grade Fe-500D or more. | | 10680 | kg |
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| 36 | 31 | Centering, shuttering including strutting, propping etc and removal of form for:\nFoundation, footings, bases of columns etc. for mass concrete. | | 278.34 | sqm |
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| 37 | 31.1 | 15mm Cement plaster cement of mix: 1 :6 (1 cement : 6 fine sand) | | 117.75 | sqm |
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| 38 | 31.2 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | | 895.21 | sqm |
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| 39 | 31.3 | Lintel, beams, plinth beams, girders, bressumers and cantilevers | | 20.22 | sqm |
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| 40 | 31.4 | stair | | 7.92 | sqm |
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| 41 | 31.5 | columns etc | | 167.27 | sqm |
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| 42 | 32 | Suspended floors, roofs, landings, balconies, and access platform. | | 214.1 | sqm |
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| 43 | 33 | Making plinth protection 50 mm thick 1:3:6 mix | | 4.52 | sqm |
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| 44 | 34 | 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 fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood | | 1.78 | cum |
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| 45 | 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work | | 339.2 | sqm |
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| 46 | 36 | Marble work gang saw cut (polished and machine cut) of thickness 16 mm for wall lining \n(veneer work), backing filled with a grout of 12 mm thick average in cement mortar 1:3 (1 \ncement: 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement: \n2 marble dust) with an admixture of pigment to match the marble shade (To be secured to \nthe backing by means of cramps, which shall be paid for separately).\n Raj Nagar plain white marble/Udaipur green marble/zebra black marble\n (Area of slab upto 0.5 sqm) | | 128.39 | sqm |
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| 47 | 37 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). First class kail wood 35mm | | 38.84 | sqm |
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| 48 | 38 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 (1 cement : 4 fine sand) | | 647.54 | sqm |
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| 49 | 39 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. 16.25.1 Made of G.I. wire of dia 4 mm | | 218.4 | sqm |
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| 50 | 40 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer | | 478.57 | sqm |
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| 51 | 41 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded | | 8826.99 | kg |
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| 52 | 42 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. | | 41 | sqm |
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| 53 | 43 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.\n50 mm thick with 20mm nominal size stone aggregate. | | 37.91 | sqm |
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| 54 | 44 | P/F of glass stripes Providing and fixing strips in joints of terrazzo/ cement concrete floors.\n11.16.1 Glass strips\n11.16.1.1 40 mm wide and 4 mm thick | | 69.51 | rm |
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| 55 | 45 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : First class kail wood 35mm. | | 15.4 | sqm |
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| 56 | 46 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) | | 388.62 | sqm |
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| 57 | 47 | Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) 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 W.C. pan of size 580x440 mm with integral type foot rests. | | 1 | each |
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| 58 | 48 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, 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 surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2 | | 230.41 | sqm |
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| 59 | 49 | Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:\nCement, and Steel for an average lead of 10 km | | 114.16 | MT |
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| 60 | 49.1 | 40 mm Agg 20 KM | | 142.27 | cum |
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| 61 | 49.2 | Sand/Stone Aggregate for an average lead of 20 km. | | 675.16 | cum |
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| 62 | 49.3 | Bricks for an average lead of 25km. | | 24651 | No. |
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| 63 | 49.4 | Stone Soling for an average lead of 10 km. | | 772.67 | cum |
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| 64 | 50 | Extra Carriage of different materials from dumping site to actual site of work by manual labouro including loading, unloading, stacking etc:for an average lead of 500 mtr\nCement, | | 4.69 | MT |
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| 65 | 50.1 | Steel | | 0.98 | MT |
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| 66 | 50.2 | sand/ 20mm agg | | 18.38 | Cum |
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| 67 | 50.3 | 40 mm agg | | 2.25 | cum |
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| 68 | 50.4 | Stone Soling | | 5 | Cum |
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| 69 | 51 | P/F of regulatory valves of reputed make VAG/Kirlosker 100 mm dia sluice valve | | 3 | No. |
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| 70 | 51.1 | 80 mm dia sluice valve | | 6 | No. |
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| 71 | 51.2 | 65 mm gate valve | | 9 | No. |
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| 72 | 51.3 | 50 mm dia gate valve | | 7 | No. |
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| 73 | 51.4 | P/F double acting air valve of kirlos kar/vag 80 mm dia air valve | | 4 | No. |
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| 74 | 51.5 | P/F double acting air valve of kirlos kar/vag 50 mm dia air valve | | 7 | No. |
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| 75 | 51.6 | P/F of soil waste pipes 10' long 100mm dia PVC B class | | 10 | rm |
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| 76 | 51.7 | P/F of vent pipes 10 ' long 100mm dia PVC B class | | 1 | No. |
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| 77 | 51.8 | P/F of 100 mm collar | | 3 | No. |
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| 78 | 51.9 | P/F PVC connection | | 3 | No. |
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| 79 | 52 | P/F Manhole cover | | 2 | No. |
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| 80 | 52.1 | P/F angle valve | | 1 | No. |
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| 81 | 52.2 | P/F G.I pipes B class 20 feet long | | 40 | Mtr |
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| 82 | 52.3 | PVC Floor trap with jali | | 2 | No. |
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| 83 | 52.4 | P/FStainless steel heavy duty bib cock LONG NOSE | | 2 | No. |
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| 84 | 52.5 | P/F of 150 mm Tower Bolt | | 45 | No. |
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| 85 | 52.6 | P/F of 150 mm dia Handle | | 35 | No. |
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| 86 | 52.7 | P/F of L-Drop | | 4 | No. |
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| 87 | 53 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) | | 54.84 | cum |
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| 88 | 54 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | | 54.84 | cum |
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| 89 | 55 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\nUsing M.S. angles 40x40x6mm for diagonal braces | | 5.47 | sqm |
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| 90 | 56 | P/F of glass panes 4 mm thick | | 12.3 | sqm |
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| 91 | 57 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | | 1000 | Per Litre |
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| 92 | 58 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | | 110 | each |
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| 93 | 59 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | | 142.27 | cum |
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| 94 | 59.1 | Supply & stacking of moorum | | 9.85 | cum |
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| 95 | 60 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | | 123.18 | cum |
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| 96 | 61 | Supply, stacking of stone screening 13.2 mm ( Type A ) | | 21.06 | cum |
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| 97 | 62 | P/F/I of Degital Flow meters of reputed make with ISI Mark including all accessiories and carriages complete job (To be paid as per requirement/directions of Engineer Incharge at Site) | | 1 | Job |
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