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| 1 | Excavation in post holes or similar holes each n.exc 0.50 cum, getting out and returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm, watering and removing surplus soil to a distance n.exc 50 mtr and making good to surface in any type of soil. |
| 2 | M&LPCC 1:3:6 type C-2 ( with using 40mm graded stone aggregate)asin foundation filling andmass concrete, complete all as specified and directed. |
| 3 | Dismantling posts or struts embeded in concrete(wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified. |
| 4 | S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 all as directed by Engr-in-charge |
| 5 | S & F framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing completeconfirming Fe 290 Gde-165. |
| 6 | S & F in repair Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (eachline wire to be measured) |
| 7 | M&L for two coats of synthetic enamel paint over a coat of red oxide primer on newly untreated surfaces of steel over 10 cm in width or girth not otherwise described. |
| 8 | Supply only GI chain link fencing including line wires any mesh andany size and type to any type of standards rails etccomplete all as specified and directed. |
| 9 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed. |
| 10 | S & F screw bolts (machine made) with hexagonal or sqare heads at one end and screwed the other each screw to be fitted with one hexagonal or square nut length of bolts n exc 10 cm and dia of shank 5-10mm. |
| 11 | S & F in repair razor type concertina coil hot galvanised spring tensile wire fixed on Y shape angle iron having baebed wire and coil having 6 to 8 Rm per coil of 900 mm dia and minimum weight 7.5 KG / Coiletc allas specified and directed |
| 12 | Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. |
| 13 | M & L preperation of new steel surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint with two coat synthetic enamel paint complete. |
| 14 | Demolition of stone/Block masonary built in cement mortarof any description and in any position not otherwise specifically provided forall as specified. |
| 15 | All as per item No. 14.00 above but except stone.Note:-Old stones obtained from item No.10 shall be reused under this item. |
| 16 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. as specified and directed |
| 17 | M&L for cement concrete Type B1 (1:2:4) (20 mm graded aggregate) asin coping , benching & kerb or mud stopallas specified and directed |
| 18 | M&l for raisedpointing to , to squared rubble masonry, coursed or uncoursed cement mortar 1:3 allas specified and directed |
| 19 | Demolition of cement concrete (unreinforced) in ground floor or paving of any description and in any position not otherwise specifically provided forall as specified. |
| 20 | M&L for 100 mmplain Cement concrete type B-1, 1:2:4 (20mm gradedaggregate) as in hardstanding /pavement allas specified and directed |
| 21 | M&L forForming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade Ballas specified and directed |
| 22 | M & L 100 mm thick PCC 1:4:8 type D2 ( Using 40 mm graded stone aggregate) as in sub base complete all as specified and directed. |
| 23 | Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement pigment complete all as specified and directed |
| 24 | Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 25 | M&L welding in repairs exe 2.5 cm but not exe 5 cm in length thickness of matel to be welded exe 6 mm but not exe 9mm all as spacified as directed by Engineer in charge. |
| 26 | M & L PCC 1:2:4 type B-2 (20 mm graded aggregate) in walls or retaining walls, any thickness, size or shape including plasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) as directed by Engineer-in-Charge. |
| 27 | Use and waste of form work to sides of concrete foundations, footing, bases of columns raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical ot to batter for flat of rought finished surface of concrete complete as specified as directed by Engineer-in-Charge. |
| 28 | M & L Pre-cast cement concrete type C1 1:3:6 20 mm graded aggregate block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6, complete all as specified and as directed by Engineer -in- Charge |
| 29 | M&L chequered cement concrete tiles 25cm x 25cm x 25mm thick with grey cement and pigment, machine pressed, set, jointed and pointed in neat cement slurry in floors including 15 mm thick screed bedding layer in C:M 1:6 complete all as specified and directed: Make :Johnson or equivalent make mentioned in Appendix \"B\" |
| 30 | M&L 15 mm thick rendering on concrete surface/ stone masonry/ brick surface in cm 1:4, finished even and fair faces complete all as specified & directed by Engineer-in-Charge. |
| 31 | M & L for preparing of plastered surfaces of walls and applying two coat of cement based paint over a coat of primer chalk whiting complete all as specified as directed by Engineer-in-Charge. |
| 32 | Preparing old painted steel & iron surfaces of any description over 10cm in width or girth and M&L for applying one coat of synthetic enamel paint complete all as specified and directed. |
| 33 | Providing precast cement concrete louvres and jallies, 25mm thick(measuredsolid), using Type B0 1:2:4 (12.5 mm graded aggregate) set in CM 1:4 including all mould- ingsbut excluding frame (Pre cast frame shall be measuredseparately |
| 34 | M&L for providing precast cement concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, paver blocks,anchorage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, includingchamfers, weathering’s, throating etc. and setting in mortar using Type B1 1:2:4 (20 mm graded aggregate) set in CM 1:4 complete with joints to match. |
| 35 | Cleaning of drain or channel 30 cm inner girth including desilting,minor repairing and watering complete all as specified as directed by Engineer-in-Charge. |
