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| 1 | Part A) Clerance of siteFelling 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. A) Beyond 30 cm girth upto and including 60 cm girth |
| 2 | B)Beyond 60 cm girth upto and including 120 cm girth |
| 3 | C)Beyond 120 cm girth upto and including 240 cm girth. |
| 4 | Part B) Earth Work In cuttingEarth 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 A) All kinds of soil : |
| 5 | B)Ordinary |
| 6 | Carriage of earth by Mechanical Transport including loading, unloading and stacking for an average lead of 2 Kms |
| 7 | Part C) Providing and laying of GSBSupply and filling of GSB/Stone soiling/RBM at site including sorting spreading watering laying & consolidation with PRR 8-10 tonne capacity complete all carriage |
| 8 | Part D) Providing and laying of WBM Grade IIEarth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 9 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm ( Quarry Stone) |
| 10 | Supplying and stacking at site Stone screening/Chipping of size 13.2 mm nominal size (Type A) |
| 11 | Supplying and stacking at site Moorum |
| 12 | Laying, spreading and compacting stone aggregate of specified sizes to WBM 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 |
| 13 | Carriage of material Sand/bajri by mechanical means for an average lead of 35KmStone aggregate of size 63 mm to 45 mm ( Quarry Stone) |
| 14 | Carriage of material Sand/bajri by mechanical means for an average lead of 35KmStone screening/Chipping |
| 15 | Carriage of material Sand/bajri by mechanical means for an average lead of 35Km Moorum/Stone Dust |
| 16 | Part E) Retaining WallEarth 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 : |
| 17 | Supplying and laying of stone soling hand packed tightly incl ramming watering and filling of interstices incl all carriage complete job |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) |
| 19 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. |
| 21 | Providing and laying of nallah muck including watering dressing and ramming with all carriages loading unloading and stacking complete |
| 22 | Carriage of material Sand/bajri by mechanical means for an average lead of 30Km ( stone Aggregate) |
| 23 | Carriage of material Sand/bajri by mechanical means for an average lead of 30Km ( Sand) |
| 24 | Providing and laying of PVC pipes for weep holes 75 mm dia |
| 25 | Part F) Construction of Kacha DrainEarth 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 : |
| 26 | part G) P/L of RCC pipesProviding and Laying of RCC pipes in trenches in proper position including cost of pipes , E/w in Excavation and providing proper granular cushion incuding refilling of trenches with excavated earth incl. all carriages complete job.A) 12\" Dia |
| 27 | B)18\" Dai |
| 28 | C) 24\" Dia |
| 29 | D) 36\" Dia Please Enable Macros to View BoQ information |
