| 1 | 2 | Item Description/ Heading | | | |
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| 2 | 3 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. - In all sorts of soil excluding marshy soil & rocks (soft or hard) by mechanical means (using excavator of suitable capacity). Depth upto 3 m Without pumping water | | 630 | cum |
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| 3 | 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. - In ordinary rock (not requiring blasting) - By mechanical means (using excavator of suitable capacity). With pumping out water | | 255 | cum |
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| 4 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). (open excavation) | | 26.01 | cum |
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| 5 | 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : (open excavation) - Foundations, footings, bases for columns | | 8.06 | sqm |
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| 6 | 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (open excavation) - All works upto plinth level. | | 185.43 | cum |
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| 7 | 8 | Centring and shuttering including strutting, propping etc. and removal of form for : - Foundations, footings, bases of columns, etc. for mass concrete (open excavation) | | 24.84 | cum |
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| 8 | 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (open excavation) | | 716 | sqm |
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| 9 | 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars - All complete upto plinth level. Thermo-Mechanically Treated bars. (open Excavation) | | 18543 | kg |
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| 10 | 11 | 12 mm Cement plaster finished with a \nfloating coat of neat Cement of Mix: \n13.7.2 - 1:4 ( 1 cement : 4 Sand ) | | 888.99 | sqm |
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| 11 | 12 | TOOL ROOM -: 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | | 6.12 | cum |
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| 12 | 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). | | 0.44 | cum |
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| 13 | 14 | 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | | 3.17 | cum |
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| 14 | 15 | 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 floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | | 2.87 | cum |
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| 15 | 16 | Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. | | 10.5 | sqm |
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| 16 | 17 | Centring and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. | | 17.83 | sqm |
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| 17 | 18 | Centring and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. | | 14 | sqm |
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| 18 | 19 | Centring and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges. | | 2.44 | sqm |
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| 19 | 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. | | 604 | kg |
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| 20 | 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | | 11.55 | cum |
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| 21 | 22 | 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 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) | | 12 | each |
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| 22 | 23 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 75x47x1.70 mm | | 6 | each |
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| 23 | 24 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm | | 2 | each |
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| 24 | 25 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 200x10 mm | | 2 | each |
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| 25 | 26 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 75mm | | 2 | each |
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| 26 | 27 | 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. Using flats 30x6mm for diagonal braces and central cross piece. | | 4.5 | sqm |
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| 27 | 28 | 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. 40mm thick with 20mm nominal size stone aggregate. | | 0.45 | sqm |
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| 28 | 29 | Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes - 110 mm diameter | | 3.5 | mtr |
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| 29 | 30 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. - Bend 87.5° , 110mm bend | | 1 | each |
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| 30 | 31 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Shoe (Plain) - 110mm Shoe | | 1 | each |
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| 31 | 32 | 12 mm cement plaster of mix : 1:6 (1 cement : 6 fine sand) | | 90.15 | sqm |
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| 32 | 33 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | | 9 | sqm |
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| 33 | 34 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade - New work (two or more coats) over and including water thinnable priming coat with cement primer. | | 54.12 | sqm |
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| 34 | 35 | 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). | | 52.05 | sqm |
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| 35 | 36 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | | 25.12 | sqm |
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| 36 | 37 | Brick Flat Soiling | | 12.25 | cum |
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| 37 | 38 | Wiring to light fan point | | 8 | points |
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| 38 | 39 | S/F Main Sub main | | 55 | mtr |
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| 39 | 40 | S/F Power Plug | | 2 | Nos |
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| 40 | 41 | S/F Main Switch | | 1 | each |
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| 41 | 42 | Colour washing such as green, blue or buff to give an even shade- New work (two or more coats) with a base coat of white washing with lime | | 38.1 | sqm |
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| 42 | 43 | P/F M.S. Fan clamp type 1 or 11 of 16mm dia M.S. bar …... All as per standars design complete. | | 2 | Nos |
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| 43 | 44 | Reservoir -: 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | | 118.13 | cum |
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| 44 | 45 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). | | 7.88 | cum |
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| 45 | 46 | Centring and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. | | 90 | sqm |
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| 46 | 47 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | | 82.8 | sqm |
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| 47 | 48 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). | | 61.09 | cum |
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| 48 | 49 | 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | | 27.54 | cum |
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| 49 | 50 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. | | 8859 | kg |
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| 50 | 51 | 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. 40mm thick with 20mm nominal size stone aggregate. | | 70 | sqm |
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| 51 | 52 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement : 3 fine sand) | | 345.6 | sqm |
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| 52 | 53 | ROAD WORK - Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. | | 120 | sqm |
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| 53 | 54 | Supplying and stacking at site. - 90 mm to 45 mm size stone aggregate. | | 200 | cum |
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| 54 | 55 | Supplying and stacking at site. - 63 mm to 45 mm size stone aggregate. | | 120 | cum |
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| 55 | 56 | 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. | | 320 | cum |
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| 56 | 57 | Sand filling in Foundation | | 11.81 | cum |
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| 57 | 58 | Brick Flat Soiling | | 78.75 | cum |
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| 58 | 59 | Laying Sand | | 320 | cum |
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| 59 | 60 | Supplying and Stacking Moorum | | 368 | cum |
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| 60 | 61 | Total impact of GST for the purpose of CTC | | 1 | Nos |
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