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| 1 | Demolition of brick work built in cement mortar including all quoins, asches, pillars etc in any position complete all as specified and as directed. |
| 2 | Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for bed of drain or coping etc and removing from site out side of Mod land complete all as specified and as directed. |
| 3 | Excavation over areas, n.exc 1.5m deep and getting out in any type of soil etc complete |
| 4 | Excavation over areas, exc 1.5m but n exc 3 mtr deep and getting out in any type of soil etc complete |
| 5 | Excavating in trenches for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, drains etc. n exc 1.5 m wide and n exc 1.5 m in depth and getting out in loose/ soft soil complete all as directed. |
| 6 | Ditto item no 5 but exc1.50 mtr but n exc 3.0 mtr of depth . |
| 7 | M&L for type D2 1:4:8 (using 40mm graded agg) as in lean concrete. |
| 8 | Returning, filling in, including spreading , levelling, watering and well ramming in layers n.exc 25 cmthick. Complete in soil all as specified and as directed by Enge-in-Charge. |
| 9 | Removal of excavated material (soil) to a distance exc 250m but n.exc 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specifeid and directedby the Engr -in -Charge. |
| 10 | M&L for RCC M-25 as in roof slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified. |
| 11 | M&L for MS TMT bars 10 mm dia & over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including MS wire (anneled) not less than 0.9 mm dia or securing with clips. |
| 12 | Ditto item here in before but 5 to 8mm TMT bars for striups |
| 13 | M&L for Formwork to soffits of suspended slabs such as roof slabs, floorslabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) |
| 14 | M&L for brick work built in cement mortar 1:4 with sub class 'B' burnt clay bricks old size straight or curved on plan exc. 6m mean radius complete all as specified. |
| 15 | M&L for Brickwork with sub class ‘B’ bricks in one brick thick honey combwalling, built in cement mortar 1:4 with sub class 'B' burnt clay bricks old size straight or curved on plan exc. 6m mean radius complete all as specified and directed. |
| 16 | M & L 15mm thick rendering in CM ( 1 : 4 ) on other than fair faces of brick walls or concrete surfaces etc. and finished even & smooth without using extra cement complete all as specified. |
| 17 | M & L 15mm thick rendering in CM ( 1 : 4 ) on fair faces of brick walls or concrete surfaces etc. and finished even & fair without using extra cement complete all as specified. |
| 18 | M&L for PCC 1:2:4 type B-1 (using 20mm graded stone agg) as in coping benching bed blocks etc incl necessary form work complete all as specified & directed. |
| 19 | M&L for PCC 1:2:4 type B-2 (using 40mm graded stone agg) as in surface channel bed/drains/in manholes all as specified laid to slope and finished surface even and smooth complete all as specified & directed. |
| 20 | Extra for forming fair finished drain or channel 60cm inner girth in cement concrete using extra cement incl forms moulds, mitered/stopped ends etc. complete all as specified & directed. |
| 21 | M&L for factory made perforated heavy duty HD-20 Precast Cement Concrete manhole covers 75 mm thickness and size (0.50m x 1.06m) consisting of MS iron fillet along the perimeter of sides and weight of cover should not be less than 80kg all as specified and directed. |
| 22 | M&L for Loose filling in harvesting pit @ gravel 50 to 75mm 450mm over 600 mm Gravel snad over 450mm charcoal over 900 mm peebles at bottom and one PVC perforated pipe to be laid upto aquifier as directed by Engr-in-charge. |
| 23 | M&L for screener made from epxended wire mesh having frame of 50 x 50 x 6mm angle iron duly painted with two caots of synthetic enamel paint over a coat of red oxide and fixed in screener chamber as per directed by Engr-in-charge. |
| 24 | M&L 300 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and directed. |
| 25 | M&L cement concrete 1:3:6 mix type C2 (using 40mm graded stone aggregate) as in bed to drain pipe including packing under and hunching against the sides of pipes after laying in trenches to required slope and tested complete all as specified for 300 mm bore pipe complete all as specified and directed by Engineer-in-Charge. |
| 26 | M&L for MS work as in steps rings @ 20mm dia square bars in sumpwell and manhole covers @ 1mm thick MS sheet with 50 x50 x5 mm frame etc complete. Please Enable Macros to View BoQ information |
