|
| 1 | Earth work in excavationmeans(Hydraulic Excavator) in trenches for foundations, drains, pipes, cables etc. (Not excavation 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan) including dressing of sides and rammingof bottoms lift up to 1.5mtr including gitting out excavated earth and disposal of surplus excavated earth as directed by side Engineer-in-chargewithin a lead of 50mtr. (A) All kinds of soil. |
| 2 | Extra for every additional lift of 1.5m or part there of in excavated or stacked material :2.10.1 (A) All kind of soil. |
| 3 | Dry ston pitching (anythicknes) including cost of stone on horizontal on level. |
| 4 | Providing and layiing in positionspecied grade of reinforced cement concrete excludingthecost of centering, shuttering, finishing and reinforcement-All work up to plinth level. 1:2:4 ( 1cement : 2 coarse sand :4 graded stone aggregate20mm nominals size). |
| 5 | Reinforced cement concrete work 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, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Steel reinforcement for R.C.C work including straightening, cutting,bending,placing in position and binding all complete up to plinth level T.M T bars complete job. |
| 7 | Filling available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead up to 50mtr and lift up to 1.5mtr. |
| 8 | Dumping fill of stone including cost of stone hrizontal on level. |
| 9 | Centering and shuttering for form works for:- (A) Foundation , footingbase of columns etc for mass concrete etc. |
| 10 | Centering and shuttering for form works for:- (A) Wall, footing (anythickness)etc. including attached pilasters, buttresses, plinth and string courses etc. |
| 11 | B) Columns,pillars,piers,abutments,posts and struts etc |
| 12 | Centering and shuttering for form works for:- (C) Suspended floors, roofs, landings, balconies and access platforms etc. |
| 13 | D)Edge of slabs and breaks in floors and wall, under 20cm wide |
| 14 | Dry random rubble stone masonry with hard stone laid dry in foundation , plinth and walls laid with bond stone . |
| 15 | Providing and laying HDPE pipe 120 mm dia including all sorts of carriage complete. |
| 16 | Dewatering of water from dugwell and sump tank . |
| 17 | Carriage of defferent type materialsfrom sources site of work by mechnical transport.(A)Stone for an avg 5km by MT |
| 18 | B)Sand/aggregate for an avge leadsof 05km by MT |
| 19 | C)Cement/Steel for an avge leads of 03 km by MT. |
