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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | 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, including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | 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) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 8 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 9 | 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. 50 mm thick with 20mm nominal size stone aggregate. |
| 10 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand) |
| 11 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 12 | Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm 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 as in manhole cover on top of the dome/spring cover with locking arrangement. |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT steel of grade Fe 500 or more |
| 15 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes40mmØ |
| 16 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes32mmØ |
| 17 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes25mmØ |
| 18 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work..G.I. Pipes20 mmØ |
| 19 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. G.I. Pipes 15mmØ |
| 20 | Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. HDPE Pipes 90 mm Ø |
| 21 | Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. HDPE Pipes 75 mm Ø |
| 22 | Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. HDPE Pipes 63 mm Ø |
| 23 | Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work.. HDPE Pipes 50 mm Ø |
| 24 | Providing and fixing brass bib cock of approved quality 15 mm with nominal bore |
| 25 | Providing and fixing of brass Ferrule with CI mouth cover including boring and tapping the main 15 mm nominal bore |
| 26 | Fixing water meter and stop cock in G.I Pipeline including cutting and threading the pipe and making long screws etc complete ( cost of water meter and stop cock to be paid seprately.) |
| 27 | Providing and laying in prosition specified grade of reinforcement cement concrete inclduing curing but excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level 1:1.5:3 (1 cement: 1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size) |
| 28 | 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) |
| 29 | Carriage ofSandby Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage140 km |
| 30 | Carriage of Sandby Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 3000 m |
| 31 | Carriage ofstone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage50 km |
| 32 | Carriage of stone aggregate (Crushed) upto 20 mmby Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 3000 m |
| 33 | Carriage of stone aggregate (Crushed) upto 40 mmby Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage1000m |
| 34 | Carriage ofcement & steelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 50 Km |
| 35 | Carriage of cement by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 3000 m |
| 36 | Carriage of Steelby Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 3000 m |
| 37 | Carriage of G.I Pipe from nearest market to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 180 Km |
| 38 | Carriage of HDPE Pipe from nearest market to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 180 Km |
| 39 | Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 8000 m |
| 40 | Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 8000 m |
| 41 | Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 14000 m |
