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| 1 | Surface excavationn.exc. 30 cm deep and avrageing 15 cm deep and getting out soft/loose soil complete all as specified and as directed. |
| 2 | Excavating in trenches, not exceeding 1.5 m wide or not exceeding 10 sq m on plan and not exceeding 1.5 m in depth for foundationetc and getting outin Soft/loose soil complete all as specified & directed. |
| 3 | Material and labour for providingcement concrete in foundations 1:4:8 type D2 ( using 40mm graded stone aggregate) filling and mass concrete complete all as specified & directed |
| 4 | Material only for brick work withbricks class designation 75, old size, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed. |
| 5 | Material and labour for providing cement concrete 1:2:4 type B1 using 20mm graded aggregate as in copping including weathering, slightly rounded or chamfered angles and necessary formwork complete all as specified and as directed |
| 6 | Material only for rendering 15mm thick in cement mortar (1:6) on fair faces ofbrickwork or concrete surfaces, finished the surface even and smooth without using extra cement complete all as specified and as directed. |
| 7 | Material and labour for providing cement concrete 1:2:4 type B1 using 20mm graded aggregate as in Foundation including weathering, slightly rounded or chamfered angles and necessary formwork complete all as specified and as directed |
| 8 | Material and labour for Hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 150 mm thick, watered and rammed to a true surface, complete as specified and as directed. |
| 9 | Material and labour for providing 100 mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in sub baseof floor complete all as specified and as directed |
| 10 | M&L Sand filling under floors or in foundations including watering and consolidation , complete all as specified and directed. |
| 11 | M&L for 40mm thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) and finishing the surface even and smooth without using extra cement in floor all as specified and directed. |
| 12 | Material and labour for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade, with grey cement and pigments and layed over sand cusion complete all as specified and as direded. |
| 13 | Material and labour for 75mm thick PCC 1:3:6 type C-2(using 40mm graded aggregate) as in pavement/plinth protection finished fair and even complete all as specified and as directed. |
| 14 | Supply and fix steel work in tubular trusses including special shaped washer etc. complete usingBolts and ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240 complete all as specified and as directed. |
| 15 | Supply and fix of pre-painting galvalume sheets having pitch 190mm, depth 29mm and not less than 0.50mm thickness having tensile strength of 550 Mpa (Galvalume base-PPGL trapezoidal profile sheets) fixed with aluminium self tapping screws of size 50/75mm and aluminium washer of suitable size in roof covering complete all as specified and as directed. |
| 16 | Material and labour for two coat of synthetic enamal paint over acoat of red oxide primer onsteel surface of any description,over 10cm widht or girthincl preparation of new surfaces all specified and directed. |
| 17 | Returning filling in including spreading, leveling, wateringand well ramming in layers not exc 25 Cm in soft/loose soil complete all as specified and as directed. |
| 18 | Removal of surplus excavated solid to a distance exc 50m and n.exc. 250 m anddepositing where directed at a level n.exc. 1.5m above the starting point complete all as specified and as directed. |
| 19 | Note: In case doubling/duplicancy of BOQ items , the lowest quoted rate shall be applicable for payment. |
