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| 1 | Dismantling posts or struts (wood, steel or R.C.C.) of any section, embedded in cement concrete including taking out embedded portion and making good disturbed ground, complete all as specified and as directed by Engineer-in-charge. |
| 2 | M&L for Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge. |
| 3 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge. |
| 4 | M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 including demolition of existing damaged RCC works, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. |
| 5 | S&F of TMT bars 8-10mm 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, complete all as specified and as directed by Engineer-in-charge. |
| 6 | M&L for Providing Cement Concrete 1:2:4, type B-1 (20mm graded aggregate) as in benching/Coping, edging, lintels upto 1.5m clear span, cills, steps; hold-fast block, filling in pressed steel frames, seismic and other similar bands etc. and finishing the Concrete surfaces Fair and Even including necessary Formwork required at Site(s) including demolition of existing old damaged PCC, complete all as specified and as directed by Engineer-in-charge. |
| 7 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains, including necessary formwork and demolition of existing damaged drains, complete all as specified and as directed by Engineer-in-charge. |
| 8 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends, complete all as specified and as directed by Engineer-in-charge. |
| 9 | Add to or Deduct from Item No. 08 here-in-before for Every 25mm Girth or Part thereof Over or Under 30 Cm, complete all as specified and as directed by Engineer-in-charge. Note:- Quantity of this item shall be changed as per site requirement. |
| 10 | S&F of mild steel 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, complete all as specified and as directed by Engineer-in-charge. |
| 11 | S&F of mild steel 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, confirming to Fe 410-W (Gde- E- 250) quality-A including dismantling existing old damaged steel framed work, complete all as specified and as directed by Engineer-in-charge. |
| 12 | S&F in-repair of 4.0mm dia GI Chain Link Fencing of 100x100mm Mesh to any type of standards, rails, etc. including provission of binding wire, complete all as specified and as directed by Engineer-in-charge. NOTE: Cost of GI Binding Wire shall deem to be included in the quoted Unit Rate. |
| 13 | S&F in-repair of 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 straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc.(each line wire to be measured), complete all as specified and as directed by Engineer-in-charge. NOTE: Cost of GI Binding Wire shall deem to be included in the quoted Unit Rate. |
| 14 | S&F of 11-15 mm dia Mild steel 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 of bolt exc 5cm but n exc 10cm long, complete all as specified and as directed by Engineer-in-charge. |
| 15 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. |
| 16 | M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 on other than fair faces Brick Walls/Concrete Surfaces/ other side of lathing, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. |
| 17 | M&L for Hardcore with broken stones/ boulders of 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 as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
| 18 | M&L for Hardcore with broken stones/ boulders of 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 as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
