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| 1 | Part A (Pavements) |
| 2 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth. |
| 3 | Supplying and filling of Nallah muck/ Nallah bed material/ Quarry muck from approved source including sorting, spreading, watering and consolidation with PRR 8-10 Tonne including all leads, lifts and carriage of materials complete job as per the directions of Incharge Engineer . |
| 4 | Supplying , stacking and Laying at site WBM GII stone aggregate of size 63 mm to 45 mm, Stone screening of size 13.2 mm nominal size (Type A) 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. |
| 5 | Part B (R/Wall) |
| 6 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 7 | Providing and Laying of stone soling (Nallah) Duly hand packed including watering, dressing and ramming with all carriages, loading and unloading upto site of work complete. |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding 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) |
| 9 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Nallah Stones in Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth: Nallah Stones With bond stone. |
| 11 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 12 | Backfilling behind C/walls with Nallah Much/ GSB incl filling, sorting, ramming and consolidation and carriage of materials from aproved source to site of work complete job as per the directions of Incharge Engineer. |
| 13 | Carriage of materials from approved souce to site of wok complete. |
| 14 | Stone Aggregate for an average lead of 10Kms |
| 15 | Sand for an average lead of 30kms |
| 16 | Masonary Stones for an average lead of 15Kms |
| 17 | Part C (RCC Pipes) |
| 18 | Providing & Laying RCC Pipes of 18\\" dia in proper position incl excavation of trenches, ramming of bottom,dressing of sides providing required cushion over the pipes incl loading, unloading & carriage upto site of work complete. |
| 19 | Part D (CC-Drain) |
| 20 | 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 ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil : |
| 21 | Providing and Laying of stone soling (Nallah) Duly hand packed including watering, dressing and ramming with all carriages, loading and unloading upto site of work complete. |
| 22 | Providing and laying in position cement concrete of specified grade including curing but excluding 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) |
| 23 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 25 | Providing and Laying of 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. |
| 26 | Provinding and Applying 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 27 | Carriage of materials from approved souce to site of wok complete. |
| 28 | Stone Aggregate for an average lead of 30Kms |
| 29 | Sand for an average lead of 10kms |
| 30 | Part E (Culvert) |
| 31 | Earth work in excavation by mechanical means (hydraulic excavator) 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 ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 32 | Providing and Laying of stone soling (Nallah) Duly hand packed including watering, dressing and ramming with all carriages, loading and unloading upto site of work complete. |
| 33 | Providing and laying in position cement concrete of specified grade including curing but excluding 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) |
| 34 | 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) |
| 35 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 36 | 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. |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 40 | Backfilling with Granular Materials (nallah) of specified size including all carriages, leads and lifts involved complete behind abutment, wing wall and return walls to the full height compacted to firm condition complete as per the drawings and Technical Specification complete as per the directions of Incharge Engineer. |
| 41 | Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per Cluase 2706 of MORTH Specifications. |
| 42 | Carriage of materials from approved souce to site of wok complete. |
| 43 | Stone Aggregate for an average lead of 10Kms. |
| 44 | Sand for an average lead of 30Kms. |
| 45 | Part F (Dismantling) |
| 46 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 47 | Demolishing R.B work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
