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| 1 | PART-A |
| 2 | Surface dressing n exc 15cm deep in soft / loose soil,all as specifed in SSR Part I and as directed by EIC. |
| 3 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC |
| 4 | M & L moorum , filling , in floors or pavings , laid in layers n exc 15 cm thick , spread , levelled and rammed including watering , all as specified in SSR Part-I & as directed by EIC . onlyfor hardstanding |
| 5 | M&L Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface. |
| 6 | M & L cement concrete type D2 1:4:8 ( 40 mm graded aggregate ) , in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 7 | M & L cement concrete Type B2, 1:2:4 ( 40 mm graded aggregate ) in foundations, filling and mass concrete, all as specified in SSR Part-I & as directed by EIC . |
| 8 | A) M & L deformed or twisted mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for cloumns , hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC.(6mm bar ) |
| 9 | PART-B |
| 10 | Surface dressing n exc 15cm deep in soft / loose soil,all as specifed in SSR Part I and as directed by EIC. |
| 11 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC |
| 12 | M & L moorum , filling , in floors or pavings , laid in layers n exc 15 cm thick , spread , levelled and rammed including watering , all as specified in SSR Part-I & as directed by EIC . onlyfor hardstanding |
| 13 | M&L Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface. |
| 14 | M & L cement concrete type D2 1:4:8 ( 40 mm graded aggregate ) , in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 15 | M & L cement concrete Type B2, 1:2:4 ( 40 mm graded aggregate ) in foundations, filling and mass concrete, all as specified in SSR Part-I & as directed by EIC . |
| 16 | M & L rendering , 20 mm thick ( I st coat ) in C.M. 1 : 4 , on stone masonary surfaces or surfaces other than fair face of brickwork or on one side of lathing , all as specified in SSR part-I & as directed EIC. |
| 17 | M&L Firebrick work in linings to fire places, flues, etc. ( other than in chimney shafts ) set jointed and pointed in fireclay |
| 18 | Removing excavated material not exceeding 100m and depositing where directed at a level not exceeding 1.5 m above the startng point |
| 19 | PART-C |
| 20 | Excavating trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc or for shafts, wells, cesspits, manholes,pier holes, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in Hard/Dense soil, all as specified in SSR Part- I & as directed by EIC |
| 21 | M & L broken stone or boulders , hardcore of gauge exc 63 mm but n exc 100 mm , deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. Rolling and consolidating formation with Power roller 8 to 10 ton |
| 22 | M &L rendering 20mm thick(10+5+5)MM on fair faces of brickwork or concrete surfaces in cement mortar (1:4) all as specified in SSR Part I & as directed by EIC. |
| 23 | Material and labour Extra over item 14004 if the additional thickness is provided as floating coat /setting coat all as specified and as directed by the Engineer-in-Charge |
| 24 | A) M & L Round bar mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for cloumns , hooking ends and binding with and incluidng mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. |
| 25 | M & L Renforced concrete pipes, class NP 2 laid and jointed complete with collars, all as specified in SSR Part-I & as directed by EIC. Bore of pipe in 200mm |
| 26 | M & L cement concrete Type B2 1:2:4 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 27 | M & L RCC Type B 1, 1:2:4 ( 20 mm graded aggregate ) walls , retaining wall, drain , all as specified in SSR Part-I & as directed by EIC |
| 28 | Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the startng point |
| 29 | PART-D |
| 30 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC |
| 31 | M & L moorum , filling , in floors or pavings , laid in layers n exc 15 cm thick , spread , levelled and rammed including watering , all as specified in SSR Part-I & as directed by EIC . onlyfor hardstanding |
| 32 | M&L Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface. |
| 33 | M & L cement concrete type D2 1:4:8 ( 40 mm graded aggregate ) , in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 34 | M & L cement concrete Type B2, 1:2:4 ( 40 mm graded aggregate ) in foundations, filling and mass concrete, all as specified in SSR Part-I & as directed by EIC . |
| 35 | A) M & L deformed or twisted mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for cloumns , hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC.(6mm bar ) |
| 36 | Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the startng point |
| 37 | PART-E |
| 38 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC |
| 39 | M & L moorum , filling , in floors or pavings , laid in layers n exc 15 cm thick , spread , levelled and rammed including watering , all as specified in SSR Part-I & as directed by EIC . |
| 40 | M&L Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface. |
| 41 | M & L cement concrete Type B2 1:2:4 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 42 | M & L RCC M-20 ( 20 mm graded aggregate ) Well teining and well curbs,all as specified in SSR Part I & as directed by EIC |
| 43 | M&L Formwork to well steining and well curbs,all as specified in SSR Part I & as directed by EIC. |
| 44 | A) M & L deformed or twisted mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for cloumns , hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. |
| 45 | M &L rendering 20mm thick(10+5+5)MM on fair faces of brickwork or concrete surfaces in cement mortar (1:4) all as specified in SSR Part I & as directed by EIC. |
| 46 | Removing excavated material not exceeding 100m and depositing where directed at a level not exceeding 1.5 m above the startng point Please Enable Macros to View BoQ information |
