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| 1 | Surface excavation n.exc (not exceeding) 30cm deep and avreging 15cm deep and getting out in soil / loose soil. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any type of Soil (exceeding 30cm to 1.5mtr 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 lift upto 1.5m, as directed by Engineer-in-charge. Note :- Removal upto 50 m is already included in above item and no extra cost will be paid for removal upto 50mtr. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any type of Soil (exceeding 1.5m to 3.0mtr 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 lift upto top, as directed by Engineer-in-charge. Note :- Removal upto 50 m is already included in above item and no extra cost will be paid for removal upto 50mtr. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in ordinary rock (exceeding 1.50 m to 3.00mtr 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 lift upto top, as directed by Engineer-in-charge. Note :- Removal upto 50 m is already included in above item and no extra cost will be paid for removal upto 50mtr. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in ordinary rock (exceeding 3.00m to 4.50mtr 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 lift upto top, as directed by Engineer-in-charge. Note :- Removal upto 50 m is already included in above item and no extra cost will be paid for removal upto 50mtr. |
| 6 | Excavation in trenches n.exc 1.5M wide and n.exc 1.5M in depth; and getting out in Hard / dense soil |
| 7 | M&L for PCC 1:4:8 type D2 (40mm graded aggregate) in foundations, filling and mass concrete. |
| 8 | Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested;in |
| 9 | M&L for type C1 1:3:6 (20mm graded aggregate) set in CM 1:6 Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete all as specified. |
| 10 | S&F GI Pipes 100 mm heavy class (ISI Marked), fixed to wall with necessary clamps or laid in trenches/ floor/ wall etc and including bends complete all as specifed and directed. |
| 11 | M&L 300mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars |
| 12 | M&L 450mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars |
| 13 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement with WPC.Note:- WPC shall be measured & paid seperately. |
| 14 | Supply only integral water proofing compound etc complete all as specified and directed by Engineer-in-Charge |
| 15 | Returning, Filling in, including spreading levelling and well ramming and watering in layers n. exc 25 cm. |
| 16 | M&L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed by Engineer-in-Charge. |
| 17 | M&L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/ rolling and finishing to required size, shape, etc. exc. 1.5 m and n.exc 3.00 mtr high from base complete all as specified and directed by Engineer-in-Charge. |
| 18 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point |
| 19 | M&L for Spreading & levelling coarse sand / pea size gravel aggregate in required thickness, for all as per direction of engineer-in-charge. |
| 20 | M&L for Polythene film, 50 micron thick, laid on a coat of bitumen primer, @ 0.30 to 0.50 kg per sqm complete all specified and as directed. |
| 21 | M&L for Lead Sheilded door (2.40 x 1.20 Mtr), viewing Window Sheilding,Viewingwindow lead glass window corner shielding with lead sheet (0.60 x 0.60 Mtr) for X-Ray Room. Please Enable Macros to View BoQ information |
