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| 1 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed. |
| 3 | M &L for cement concrete in foundations, Type C2 1:3:6 (40mm graded aggregate) filling and mass concrete complete all as specified and directed. |
| 4 | M & L for brick work using sub class \"B\" old size bricks straight or curved on plan exc 6m meanradius built in CM 1:6 complete all as specified and directed. |
| 5 | M &L for 75mm thick cement concrete 1:2:4 type B1 (using 20 mm graded crushed stone aggregate as in floor complete all as specified and as directed |
| 6 | M&L for hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 7 | S&F TMT bars 10mm dia and over out to length bent to shape required (ranking,bending spirally and binded with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 8 | S&F TMT bars 6 to 8mm dia and over out to length bent to shape required (ranking,bending spirally and binded with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 9 | S&F TMT bars 5mm dia and over including 10mm cut to length bent to shape required (ranking,bending spirally and binded with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as in stirrups complete specified and directed. |
| 10 | M&L for formwork rough finished surface of concrete to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed. |
| 11 | M&L for reinforcement cement concrete (nominal mix) Type B1 1:2:4 (20mm graded aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 12 | APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. Not less than 150 gms/sqm) land on primed surface by forced application complete all as specified. |
| 13 | M&L for rendering 15mm thick in two layers first layer 10mm thick and second layer 5mm thickin cement mortar 1:6on any type of face of brick work or concrete surfaces including surfaces to be finished even and smooth without using extra cement with water proofing compound by 3%weight of cementall as specified and directed. |
| 14 | Supply only integral water proofing compound complete all as specified and directed by Engr-in-Charge |
| 15 | M&L for two coat of cement base paint complete all as specified and as directed |
| 16 | Returning, filling in trenches including spreading, leveling, watering and well ramming in layers not exc 25 cm thickness complete all as specified and directed. |
| 17 | Removing excavated materialexc. 250 m but n exc. 500 m and depositingcomplete all as specified and directed. |
| 18 | M&L for 100mm thick Cement concrete type D2 1:4 :8 (40mm graded stoneaggregate) as in sub base w/o using extra cement, laid in alternate bay all as directed by Engr-in-charge. |
| 19 | M&L for 75mm thick Cement concrete type B2 1:2:4 ushing 40 mm graded stone aggregate) laid in alternate panel for floor, path and harstanding all as specified and directed by Engr-in-Charge. |
| 20 | M&L for Virified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.36 sqm but not exceeding 0.42 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to Screed bed or bedding layer of mortar 10 mm thick for laying floor finishes |
| 21 | M&L for 25mm thick cement concrete type B-1, 1:2:4 (20mm graded aggregate) Wearproof toppingusing metallic floor hardener as per manfacutre\"s instruction,as specified (incorporating an approved metallic floor hardner), laid on concrete floors and pavings and path, and finished even and smooth (except metallic hardner) all as specified and directed by Engr-in-Charge. (Note metallic hardender glass strips area measured and paid separately). |
| 22 | M&L metallic floor hardener all as directed by the Engineer-in-Charge |
| 23 | Supply only hardner in liquid for mix in cement concerte as per manufacturer\"s reccommandations complete all as specified and as directed by Engr-in-charge. |
| 24 | Supply only 22 mm wide and 3 mm thick plastic dividing strips as laid in floor all as specified. |
| 25 | M&L Cement concrete 75 mmthick type C-2, 1:3:6 (40mm graded aggregate)mass concrete as in sub base |
| 26 | M&L Chequered cement concrete tiles (vibrator made) 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment over 15 mm thick screed bed in CM (1:4) finished with cloured cement to match the shed of the slab |
| 27 | M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as 20x3mm copper strip |
| 28 | M&L for Earthing complete with Copper earth plate electrode 60×60cm.× 3.15mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connectedwith 20x3 copper strip by means of bolts, nuts, check nuts and washers of washers of copper/brass rivet or brass/copper nut bolts with washers including earth work final with watering arrangement, wire mesh, GI pipe 50mm dia for watering and 40mm dia medium grade for protection of earth lead. RCC pit 1:3:6 type C1 and RCC chamber coverin 1:2:4 type B1 of size 550 x 550mm with 8 mm dia TMT bar of 100mm C/C both ways and testing on completion including necessary earth work and excavation testing after completion all as specified and directed. |
| 29 | Provn of chemical earthing with copper earth plate 90cm x 60cm x 6mm burried directly in ground earth pit not less than 5 Mtr deep below ground level filled with alternative layers of charcoal and salt of 15 cms thickness and top layer of Magnisium sulphate 60 cm thick connected to copper earth lead strip 32 x 6mm by means of bolts, nuts and check nuts and washers of copper/brass rivet or brass/copper nut bolts with washers including earth work final with watering arrangement, wire mesh, GI pipe 50mm dia for watering and 40mm dia medium grade for protection of earth lead. RCC pit 1:3:6 type C1 and RCC chamber coverin 1:2:4 type B1 of size 550 x 550mm with 8 mm dia TMT bar of 100mm C/C both ways and testing on completion including necessary earth work and excavation testing after completion all as specified and directed.Note : Copper strip and GI protection pipe 50mm dia beyond 7.5mtr will be measured and paid seprately |
| 30 | Supply only porcelin viterous white/ brown/ green insulators of sizes 25mm x 25mm having provision of two holes for fixing on roof / wall under strip/ channel on top for running of down conductors to maintain gap between wall and down conductors etc complete all as specified and directed by Engr-in-Charge. |
| 31 | M &L for test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw |
| 32 | M& L in replacement for fixing of GI Pipe 50mm dia light grade laid in trenchless and cover ot the strips all as specified and directed by Engr-in -charge |
