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| 1 | Dismantling fencing wire mesh , any tpe complete all as specified and directedby Engineer-in-Charge |
| 2 | Dismantling post, struts , (wood , steel or RCC any section incl. taking out embeded portion in concrete and making disturbed portiongood complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface in hard dense soil complete all as specified and as directed by Engineer-in-Charge |
| 4 | M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate ) as in foundation concrete for fencing post complete all as specified and as directed by Engineer-in-Charge. |
| 5 | S&F angle iron fencing post and struts 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 complete all as specified and as directed by Engineer-in-Charge. |
| 6 | S&F flat iron of size 40x6mm as in columns as in clamps, holdfasts wall ties etc conforing to Fe-290 Gde-165 complete. |
| 7 | S&F MS Screw bolts ( machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut length exc. 5 cm but not exc 10cm long 11 to 15mm dia of shank complete all as specified and as directed by Engineer-in-Charge. |
| 8 | Supply only chain link MS galvanised fencing incl line wire mesh (12 gauge) size and any type of strands, rails, straining bolts etc incle provn of binding wire complete all as specified and as directed by Engineer-in-Charge. |
| 9 | Fixing only chain link fencingany mesh, size and type to any type of standards, rails, straining bolts etc incl provn of binding wire complete all as specified and as directed by Engineer-in-Charge. |
| 10 | M&L for round bars 10mm dia and over cut to length bent to shape required incl cranking, bending spirally for hoping for columns, hooking ends and binding with and incl MS Wire (annealed) not less than 0.9mm dia or securing with clips conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-Charge. |
| 11 | S&F in repairs Galvanised 2 strand, steel barbed wire 2.24mm dia, narbed with 2mm dia barbs @ 75mm spacing and straining and fixing to any type of standard rail, straining bolts, inlc securing or tying at crossing with and provn of galvanised mild steel wire staples or steel pins etc. complete all as specified and as directed by Engineer-in-Charge. Note:- (Each line of wire to be measured.) |
| 12 | Welding in repairs exc 2.5 cm & n exc 5 cm in length & thickness of metal n.exc 6 mm all as specified and directed by Engr-in-charge |
| 13 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm to 610 mm diahaving 50 turns and stretches to cover 5-7m length and approx weight 8.75kg + 5% and fixed in existing angle iron Y shapeincluding necessary clips or wires tied to GI barbed wire all complete as per direction Engineer in charge |
| 14 | M&L two coats of synthetic enamel paint to new steel surfaces over a coat of red oxide primer surfaces of any description exc 10 cm in witdth or girth complete all as specified and as directed by Engineer-in-Charge. |
| 15 | M & L for Preparing old painted steel & iron surfaces of any description over 10 cm in width or girth ,including roof and applying one coat of synthetic enamel paint of tint approved byEngr-in-charge complete all as specified. |
| 16 | Demolition of brick work or stone/boulder masonry including all quoins, arches, pillars etc , precast concrete articles and precast concrete block wallingbuilt in cement mortar complete all asspecified and directed by Engineer-in-Charge. |
| 17 | M & L for brick work in burnt brickwith sub class \"B\" brick straight or curved on plan exceeding 6 m mean radius and built in CM 1:6 complete all as specified and directed. |
| 18 | M & L Plain Cement concrete in sub bases/pavings Type D2 1:4:8 (40mm graded aggregate) all as specified and directed. |
| 19 | M&L for PCC (1:3:6) Type C-2 (40mm graded aggregate) as in surface channels and drains complete all as specified. |
| 20 | Extra for forming fair finished drain or channel 45 cminner grith in cement concrete with using extra cement incl. forms moulds, mitred / stoped ends |
| 21 | M&L for providing PCC as in coping and band type B1 1:2:4using 20mm graded aggregate including all necessary use and waste of formwork and finishing complete all as specified and directed by Engr-in-Charge |
| 22 | M&L for pre cast cement concre type B1, 1:2:4 (20mm graded stone agg) in landings, cover slabs (for man holes etc.)chullah hoods,chajjas, water troughs, mangers, shelves and similar articles with plain faces complete. |
| 23 | Supply and fixing PVC pipes of 110mm dia and fixed in walls or trenches all as specified and directed. |
| 24 | Dismantling MS worksof any Desc. Not otherwise provided for all as specified and as directed by Engineer-in-Charge. |
| 25 | S & F framed work as in doors or gates of angle or other section with gusset plates, rail, braces, etc, complete, drilled for fixing of steel sheeting or other concering. Doors, etc. to be prepared for hangingor sliding with and including either hooks and hinges or steel hanging door gfitting (exclusive of steel sheeting or other covering , running rails and guides) and hanging , also fastening and fixing complete confirming to Fe-410 W (Gde E-250) complete all as specified and as directed by Engineer-in-Charge |
| 26 | Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for complete all asspecified and directed by Engineer-in-Charge. |
| 27 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 28 | M&L for brick with fly ash brick old size straight of curved on plan exc 6 m mean radius built in CM 1:6complete all as specified and as directed. |
| 29 | Boring 300 mm dia holes 4.00 m deep in soil for under-reamed piles and getting out and disposal of spoil to a distance of n.exc. 50 mtr complet all as specified and directed by Engr-in-Charge |
| 30 | M&L RCC M 25 Design Mix (using 20 mm graded stone aggregate) in foundations, including rafts, footings, foundation beams, bases for columns, etc, under-reamed piles, etc all as specified and direcetd. |
| 31 | M&L RCC M 25 Design Mix using 20 mm graded stone aggregate in columns, pillars,piers, posts and struts etc all as specified and directed by Engr-in-Charge. |
| 32 | M&L for form work tosides of Concrete foundatins, footings, bases of columns plinth beams for rough finished surfaces of concrete flat. |
| 33 | M & L for use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions in rough finished surface of concrete complete all as specified and directed by Engr-in-Charge. |
| 34 | Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete. |
| 35 | All as per item No 34 above but 5 mm dia and over upto and including 10mm dia as in stirrups. |
| 36 | M&L for rendering 15mm thick in cement mortar (1:6) on fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 37 | M & L preparation to plastered surface of walls and applying 2 coats of cement base paint over priming surfacesall as specified and directed by Engr-in-Charge |
| 38 | M&L for 20mm tk Granite (of any type) work (table rubbed and polished) in pillars and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granitecomplete all as specified and directedby Engr-in-Charge. |
| 39 | Broken glass coping on top of wall embeded in CM 1:3 rendered with 25 mm thick layer with broken glass all as specified and directed by Engr-in-Charge |
| 40 | M & L for 20mm thick thermocole board fixed in expansion joint in RCC columnall as specified and directed by Engr-in-Charge |
| 41 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.all as specified and directed by Engr-in-Charge |
| 42 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point in soilall as specified and directed by Engr-in-Charge |
