|
| 1 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles including removing of rubish, complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Demolition of pre cast reinforced concrete manhole cover of any description and any position not otherwise specifically provided for, complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Demolition of cement concrete of any description in part portion and part thickness as in coping , benching of drains or or any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge. |
| 4 | Demolition and breaking up of drain pipes 300mm bore (Salt glazed ware/AC pipe/reinforced concrete pipe/PVC pipe ) set in cement mortar including concrete bed & haunching (if required) and removing away complete from site, complete all as specified and as directed by Engineer-in-Charge. |
| 5 | Demolition and breaking up of drain pipes 150mm bore (Salt glazed ware/AC pipe/reinforced concrete pipe/PVC pipe ) set in cement mortar including concrete bed & haunching (if required) and removing away complete from site, complete all as specified and as directed by Engineer-in-Charge. |
| 6 | Demolition and breaking up of drain pipes 100mm bore (Salt glazed ware/AC pipe/reinforced concrete pipe/PVC pipe ) set in cement mortar including concrete bed & haunching (if required) and removing away complete from site, complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation etc., or for shafts, wells, cesspits, manholes etc., not exceeding 10 Sqm on plan and n. exc. 1.5 metre in depth and getting out hard/dense soil, complete all as specified and as directed by Engineer-in-Charge. |
| 8 | Returning, filling in, including spreading , leveling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engineer-in-Charge. |
| 9 | Removing surplus excavated material (soil) to a distance exceeding 250 metre but not exc 500 meter and depositing where directed at a level not exceeding 1.5 metre above the starting point, complete all as specified and as directed by Engineer-in-Charge. |
| 10 | Removing demolished materials/debris retrive from item 1 to 6 (except schedule of credit ) and depositing out side MoD land to a distance exc. 1.50 km but n exc. 5 km complete all as specified and as directed. |
| 11 | M&L for plain Cement Concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes 300mm bore, laid to falls including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge. |
| 12 | M&L for plain Cement Concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes 150mm bore, laid to falls including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge. |
| 13 | M&L for plain Cement Concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes 100mm bore, laid to falls including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge. |
| 14 | M&L for 300 mm bore reinforcement concrete pipe, Class NP2, laid in trenches and jointed in CM 1:1 and tested on concrete bed or directly on hard grounds, jointing and testing, complete, all as specified and as directed by Enginee-in- Charge. Note:- Excavation, earth work and concrete bed shall be measured and paid for separately under respective items of this BOQ. |
| 15 | M&L for 150 mm bore reinforcement concrete pipe, Class NP2, laid in trenches and jointed in CM 1:1 and tested on concrete bed or directly on hard grounds, jointing and testing, complete, all as specified and as directed by Enginee-in- Charge. Note:- Excavation, earth work and concrete bed shall be measured and paid for separately under respective items of this BOQ. |
| 16 | M&L for 100 mm bore reinforcement concrete pipe, Class NP2, laid in trenches and jointed in CM 1:1 and tested on concrete bed or directly on hard grounds, jointing and testing, complete, all as specified and as directed by Enginee-in- Charge. Note:- Excavation, earth work and concrete bed shall be measured and paid for separately under respective items of this BOQ. |
| 17 | M&L for plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete, complete all as specified and asdirected by Engineer-in-Charge. |
| 18 | M&L for pre cast cement concrete block masonary with solid block 1:3:6 type C1 (20mm graded stone aggregate) exc. 10cm in width and setting in cement mortar 1:4 of complete all as specified. |
| 19 | M&L for brick work with subclass 'B' bricks, straight or curved on plan exceeding 6 m mean radius, built in cement mortor 1:4, complete all as specified and as directed by Engineer-in-Charge. |
| 20 | M&L for plain cement concrete 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in benching of manholes, drains, laid to shape and slope and surfaces finished even and smooth using extra cement, complete all as specified and asdirected by Engineer-in-Charge. |
| 21 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms , moulds mitres /stopped ends etc. complete all as specified and asdirected by Engineer-in-Charge. |
| 22 | M&L for plain cement concrete 1:2:4, type B-1 ( using 20 mm graded crushed stone aggregate) as cills, steps; seismic and other similar bands,plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and asdirected by Engineer-in-Charge. |
| 23 | M&L for cutting into exising manholes for connecting new drains, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished & reforming benching as required. |
| 24 | Taking down cement plaster, of any description on brick or stone or cement concrete walls/ceiling including raking out joints, hacking for key, scrubbing down with water, complete all as specified and as directed by Engineer-in-Charge. |
| 25 | M&L for rendering 15 mm thick, on fair faces of brick , stone or concrete surfaces in cement mortar 1:4 by using water proofing compound and surfaces finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Supply only liquid water proofing compound. |
| 27 | Supply and fix in repairs of salt glazed stone ware gully traps square or round mouthed type ‘P’ of size 180mmx150mm complete all as specified.as an repairs takingout old existing gully trap complete all as specified and as directed by Engineer-in-Charge. |
| 28 | M&L providing precast factory made 50mm/100mm thick reinforced cement concrete 1:2:4, type B1 (20mm graded agg) set in Cement morter 1:4 for different sizes of cover slabs (for manholes and drains etc) as required or as directed by Engr-in-Charge. |
| 29 | M&L for TMT steel bars 8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or 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 and as directed by Engineer-in-Charge. |
| 30 | S&F framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and imilar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
