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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.in All kinds of soil (Code No. 2.6.1) |
| 2 | 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. (Code No. 2.8.1) |
| 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 lift.(Code No. 2.25) |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (Code No. 2.27) |
| 5 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (Code No. 4.1.10) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(Code No.4.1.2) |
| 7 | Providing and laying 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) in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (Code no.5.1.2) |
| 8 | 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 :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)(Code no. 5.2.2) |
| 9 | Reinforced cement concrete work 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 in beams, suspended floors, roofs having slope up to 15° 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. (Code No.5.3) |
| 10 | Centering and shuttering for foundations, footings, bases for columns including strutting, propping etc. and removal of form work (Code No 5.9.1) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.(Code no 5.9.2) |
| 12 | Centering and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers including strutting, propping etc. and removal of form work(Code No 5.9.5) |
| 13 | Centering and shuttering for :Columns, piers, abutments, pillars, posts and struts including strutting, propping etc. and removal of form work (Code No 5.9.6) |
| 14 | 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 of grade Fe-500D or more. (Code No. 5.22.6) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (Code No. 6.1.1) |
| 16 | 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 : (1 cement : 4 coarse sand) (Code No. 6.4.1) |
| 17 | Structural steel work riveted, bolted or welded 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. (Code no. 10.2) |
| 18 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) upto 10m hight (Code no. 13.4.1) |
| 19 | Neat Cement Finish (code no.- 13.18) |
| 20 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture ( Code No. 13.48.3 ) |
| 21 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (Code No. 13.80) |
| 22 | 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 @ 0.90 litre/10 sqm)(Code No. 13.46.1) |
| 23 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.(Code No. 15.3) |
| 24 | Demolishing Nominal concrete 1:3:6 or leaner mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(Code No. 15.2.2) |
| 25 | Demolishing brick. work manually/ by mechanical means including stacking of serviceable materials and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.(Code No. 15.7.4) |
| 26 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(Code No. 15.60) |
| 27 | Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work (NSI 13) |
| 28 | Fixing and grouting 28 mm and above dia bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . (NSI 14) |
| 29 | Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (NSI 15) |
| 30 | Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (NSI 16) |
| 31 | S/F in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. (NSI 19) |
| 32 | Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . (NSI.22) |
| 33 | Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (NSI.23) |
| 34 | Fixing of template in position level and alignment for grouting of Anchor bolt in Auxiliary foundation (labour rate only). (NSI.24) |
| 35 | Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). (NSI.25) |
| 36 | 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (NSI.35) |
| 37 | Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. (NSI.58) |
| 38 | Attending to petty maintenance service like plumbing service,welder service, mansion service and carpenter service required as below. (Job attending by one no. Plumber/welder/mason /carpenter with one no. helper per hour or part of an hour.) (NSI 80) |
| 39 | Polythene sheet ( code no 7053) Please Enable Macros to View BoQ information |
