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| 1 | Demolition of brickwork , precast concrrete block walling or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etcand removal of entire debris as ordered outside MD land complete all as directed. |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for and neatly stacking at site where directed. |
| 3 | Excavation over areas not exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed |
| 4 | Returning filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed. |
| 5 | Removing excavated surplus soil to a distance exceeding 500 mts and depositing where directed .at a level not exceeding 1.5 M above the starting point complete all as directed. |
| 6 | M & L for PCC 1 :4 : 8 type D2 using 40 mm graded crushed stone aggregate as in foundation filling mass concrete complete all as specified and directed. |
| 7 | Providing precast ce- ment concrete Type C1 1:3 :6 using 20 mm graded crushed stone aggregate 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, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets,etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match Set in cement mortar 1:4 complete all as directed. |
| 8 | M&L for reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregate in foundation , footings , foundation beams , plinth beams , base of columns etc complete all as directed.Note :- Reinforcement & formwork shall be measured and paid for separately |
| 9 | M&L for reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregate in columns, pillars, piers, posts, struts and the like.Note :- Reinforcement & formwork shall be measured and paid for separately |
| 10 | M&L for brick work with old size factory moulded Fly Ash bricks having minimum compressive strength of 7.5 N/Sqmm, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:4 complete all as specified. |
| 11 | All same as per item No 10 here-in-above but except bricks -do- (Note : Servicable bricks obtained from item No 1 here-in-above). |
| 12 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished flat surfaces of concrete |
| 13 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for rough finished flat surfaces of concrete. |
| 14 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, square, rectangular or polygonal for rough finished flat surfaces of concrete. |
| 15 | S&F mild steel framed work as in grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors and similar work including welding conforming to Grade E-165 (Fe 290), complete, all as specified & directed |
| 16 | S&F mild steel work as in angle iron in posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh etc) and similar works conforming to Grade E-165 (Fe 290), complete, all as specified & directed. |
| 17 | S&F 10 mm dia and over TMT bars cut to length bent to shape required cranking including bending , hooking ends etc and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 18 | S&F 6 to 8 mm dia and over TMT bars cut to length bent to shape required cranking including bending , hooking ends etc and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 19 | S&F galvanized 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc as directed.Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment. |
| 20 | Restraining & resecuring existing galvanized steel barbed wire including making good staples etc as directed (each line wire to be measured) |
| 21 | Supply and fixing in repair galvanised concertina coil fencing with punched tape concertina coil 900 mm dia with each length of roll not less than 7 -8 Mts having 50 Nos round per 6 mtr length, barbed razor ,spring core wire (2.5mm to 3 mm thick) of high tensile strength of 165Kg/Sqmm with tape (0.52mm thick) and minium weight of 1.2 Kg/ meter and fixing the same with a spacing of 12 inches with existing/New Y shape angle iron placed 3m apart with all fixing arrangement GI wire .Note : (i) The concertina coil shall also copmly to the requirements as per IS 4454 Pt-I (ii) The Concertina coil shall be fixed on existing Y section angles and dia shall be be maintained 900mm,including fixing clips / binding wires required for tieing up concertina to angle iron frame to the satisfaction of Engineer-in-charge. |
| 22 | M&L for rendering 10 mm thick in CM 1:6 on brick or concrete surfaces or surface other than fair faces brick work, finished even and smooth without using extra cement complete all as specified. Please Enable Macros to View BoQ information |
| 23 | M&L for rendering 10 mm thick in CM 1:6 on brick or concrete surfaces or surface other than fair faces brick work, finished even and smooth without using extra cement complete all as specified. Please Enable Macros to View BoQ information |
