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| 1 | 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. |
| 2 | All kinds of soil. |
| 3 | 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. |
| 4 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:2:4 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)includingattachedpilasters,columns,piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: |
| 8 | 1:2:4 (1Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 10 | Foundations,footings,basesof columns,etc.formass concrete |
| 11 | Walls (anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 12 | 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. |
| 13 | Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works |
| 14 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 15 | G.I. pipes |
| 16 | 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, but excluding the cost of nosing of steps etc. complete. |
| 17 | 40 mm thick with 20 mm nominal size stone aggregate |
| 18 | 12 mm cement plaster of mix: |
| 19 | 1:4(1 cement: 4 coarse sand) |
| 20 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 21 | 1:4(1 cement: 4 fine sand) |
| 22 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand andmanufacturerincluding applying additional coats wherever required to achieve even shade and colour |
| 23 | Old work (one or more coats) |
| 24 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 26 | One or more coats on old work |
| 27 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 28 | Old work (Two or more coat applied @ 1.67 Itr/ 10 sqm) on existing cement paint surface |
| 29 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 30 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 31 | 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-in- charge. |
| 32 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 33 | Providing and laying cement concrete surface drain in 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate of 40 mm nominal size), including floating coat of neat cement on the inside and exposed surfaces of the drain, with earthwork in excavation and disposal of surplus earth within a lead of 50 m. |
| 34 | 15cm x 15cm |
| 35 | Making plinth protection 50 mm thick with cement concrete 1:3:6 (1Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over a 75 mm thick bed of stone aggregate of 40 mm nominal size, well rammed, consolidated, and grouted with fine sand, including necessary excavation, leveling, dressing, and finishing the top surface smooth, complete as per direction of the Engineer-in-Charge |
| 36 | Providing and fixing in position facias and eaves board with: |
| 37 | With 18 mm thick and 30cm wide wooden plastic component (WPC) board including fixing with nuts and bolts etc. complete. |
