|
| 1 | Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 metre in depth for foundation etc and for manholes etc n.exc. 10 Sqm on plan and n.exc. 1.5 metre depth and getting out in soft/loose soil complete all as specified and directed. |
| 2 | M & L for stone Hardcore of guage n. exc. 63 mm, deposited, spread and levelled in layers n. exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 3 | Material & labour for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and directed. |
| 4 | Demolition of Brick or stone boulder masonry, built in cement mortar or cement lime mortar etc complete all as specified and directed. |
| 5 | Demolition cement concrete/Reinforced cement concrete in ground floor and paving not exceeding 15 cm thickness (below of above ground level) un-reinforced as in PCC benching PCC bed etc complete all as specified and directed. |
| 6 | M&L for Plain Cement concrete 1:3:6 type C-1 (20mm gardded aggregate) as in surface channel and drains and similar works all as specified and directed. |
| 7 | M&L for Extra for forming fair finished drain or channel 40 cm inner girth in cement concrete using extra cement, including forms,moulds, mitred/stopped ends etc comlete as directed by Engr-in-Charge. |
| 8 | M&L for Brick work withsub class \"B\" bricks ofstraight or curved on plan exc 6 metre mean radius built in cement mortar 1:6 complete all as specified & directed. |
| 9 | All as per item No 8 here-in-before but except bricks |
| 10 | M&L for Providing cement concrete 1:2:4 Type B1 (20mm graded aggregate) plain cement concrete in Coping to concrete block/brick masonryand for filling in road cutting and like etc complete all as specified and directed. |
| 11 | Removing excavated materials (soils) to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.50 above the starting point complete all as specified and directed. |
| 12 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick as in soft/loose soil complete all as specified and directed. |
| 13 | Taking down of cement plaster of any description from brick or stone wall etc including racking outof joints hacking for key scrubbing down with water etc. all as specified and directed. |
| 14 | Material & labour for 15 mm thick rendering on fair faces of brick work or concrete surfaces,inCM(1:4)surface finished even and smooth without using extra cement complete all as specified and directed. |
| 15 | M&L for Precast cement concrete 1:2:4 type B-1 (20mm graded aggregate) as in manhole covers slabs set in cement mortar 1:4 including necessary form work and placing to desired distance complete all as directed by Engr-in-Charge. |
| 16 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, includingcranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed. |
| 17 | M&L for plain Cement concrete 1:4:8 type D-2 (by using 40mm graded stone aggregates) bed to drain pipes incl packing under and haunching against the sides of pipe after they are laid and tested for 450mm bore pipes complete all as specified and directed. |
| 18 | M&L for Bore of pipe in 450 mm dia Reinforced concrete pipes, class NP2, laid and jointed include for laying pipes level or to falls in trenches, and tested, laid in trenches complete all as specified and directed. |
| 19 | Surface excavation n.exc 15 cm deep in soft / loose soil complete all as specified & directed. |
| 20 | M&L for Sand for cushioning, interlocking tiles joint to be filled with sand, including spreading and levelling in layers n exc 25 mm thick complete all as specified and directed. |
| 21 | M&L for machine pressed precast concrete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed. |