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| 1 | Surface dressing n exc 15 cm deep soft and loose soil complete all as specified and as directed |
| 2 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed |
| 3 | Removing excavated material exc 250m and n.exc 500m and depositing where directed at a level n.exc 1.5m above starting point complete all as specified and as directed |
| 4 | Rolling and consolidation of formation surfaces in cutting with using 8 to 12 tonne power roller complete all as specified and directed |
| 5 | M&L 150mm (Spread thickness) soling with broken boulders or quarried stones, interstices filled, furface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed |
| 6 | M&L for providing 100mm thick plain cement concrete (1:4:8) type D2 (using 40mm graded aggregate) as in sub basecomplete all as specified and as directed |
| 7 | M&L 50mm thick sand filling/ cushion under floors or in foundation including watering and consolidation complete all as specified and as directed |
| 8 | M&L Machine pressed precast concrete interlocking paver block any shape and sizeconfirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey pigment and cement complete all as specified and as directed |
| 9 | M&L Precastcement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in kerbs and similar items set in cement mortar 1:6 complete all as specified and as directed |
| 10 | Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified |
| 11 | M&L Cement concrete 75 mmthick type C-2, 1:3:6 (using 40mm graded aggregate)mass concrete as in sub base in ramp and plinth protection complete all as specified |
| 12 | M&L Cement concrete 25 mm thick type B-1, 1:2:4, (using 20mm graded aggregate) as in ramp flooring complete all as specified |
| 13 | Excavation in trenches n.exc 1.5m wide and 1.5m in depth for foundation etcorfor shafts, wells, cesspits, manholes, pier holes etc, n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft loose soil complete all as specified and directed. |
| 14 | M&L PCC 1:3:6 (using 40mm graded aggregate ) type C-2 as in drain etc all complete as specified and directed by Engr-in-Charge |
| 15 | M&L brick work with sub class `B’ bricks,straight orcurved on plan exc 6m mean radiusbuilt in CM 1:4 all as specified and directed by Engr-in-Charge |
| 16 | M&L, cement concrete type B-0,1:2:4 (using 20mm graded aggregate) as in coping, ramp including slightly rounded or chamfered angles and throatingall as specified and directed by Engineer-in-Charge |
| 17 | M&L PCC 1:3:6 type C-1(using 20mm graded stone aggregate) in surface channels and drains etc all as specified and directed by Engr-in-Charge |
| 18 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement incl forms, moulds, mitered/stopped ends etc complete all as specified and as directed. |
| 19 | M&L 15mm thick renderingin CM 1:4 on fair faces of brick work smooth and even without using extra cementcomplete all as specified & directed |
| 20 | Returning, filling, in including spreading, levelling well ramming in layers n.exc 25 cm in layers all as specified and directed by Engr-in-Charge |
| 21 | Removing excavated material n exc 50 m & deposited where directed at a level n.exc 1.5m above the starting point. |
