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| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge. |
| 2 | Excavating over areas, not exc 1.5 m deep and getting in hard/dense soil, completed all as specified and directed. |
| 3 | 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 hard/dense soil complete all as specified and directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 5 | 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, in any type of soil complete all as specified and directed. |
| 6 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 7 | MM&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 8 | M&L for Hardcore of gauge n exc. 63mm (of broken stone or boulders), deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge. |
| 9 | M&L for cement concrete 1:4:8 type D2 (40 mm graged aggregate) as in foundation and filling mass concrete complete all as specified and directed by Engr-in-Charge. |
| 10 | M&L for cement concrete type B1, 1:2:4 (20 mm graged aggregate) in surface channels and drains complete all as specified and directed by Engr-in-Charge. |
| 11 | Providing cement concrete Type B1 1:2:4 (20mm graded aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L for PCC Type B1, 1:2:4 (20mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed by Engr-in-Charge. |
| 13 | M&L for PCC Type B1, 1:2:4 (20mm graded aggregate) walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed by Engr-in-Charge. |
| 14 | M&L for Cement concrete Type C2, 1:3:6 (40mm stone aggregate) as in walls or retaining walls, bond stone, bed plates any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed. |
| 15 | M&L Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc.complete all as specified and directed by Engr-in-Charge. |
| 16 | Use and waste flat 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 complete all as specified and directed by Engr-in-Charge |
| 17 | Use & waste formwork 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 by Engr-in-Charge. |
| 18 | M&L for wall of random rubble, uncoursed built in CM 1:4, Complete all as specified and directed. |
| 19 | S &F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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 directed. |
| 20 | S & F MS screw bolt(Machine made) with hexagonal or squre heads at one end and screwed the other or screwed both ends and dia of bolt 11 to 15 mm and length exc 10cm n exc 15 cm long complete all as specified and directed. |
| 21 | S&F Mild steel Round 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 for chain link fencing complete all as specified and directed. |
| 22 | 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. |
| 23 | S & F 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. as directed (each line wire to be measured) complete all as specified. |
| 24 | Supply only chain link fencing mesh size of 100 x 100 mm of 4mm dia galvanised wire complete all as specified and directed. |
| 25 | M&L for 75mm thick cement concrete 1:4:8 type D2 (40 mm graged aggregate) in sub base or floors, complete all as specified and directed by Engr-in-Charge. |
| 26 | M&L for 100mm thick cement concrete 1:4:8 type D2 (40 mm graged aggregate) in sub base or floors, complete all as specified and directed by Engr-in-Charge. |
| 27 | M&L for 25mm thick cement concrete type B0, 1:2:4 (12.5mm graded aggregate) in Sub base or floor complete all as specified and directed by Engr-in-Charge. |
| 28 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, with grey cement and pigment complete all as specified and directed by Engr-in-Charge. |
| 29 | M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment complete all as specified and directed by Engr-in-Charge. |
| 30 | M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 complete all as specified and directed. |
| 31 | M&L for 20mm thick screed bed or bedding layer in CM 1:6 for laying floor finishes complete all as specified and directed BY Engr-in-Charge. |
| 32 | M&L fo raised pointing to randum or polygonal rubble uncoursed or brought up to course with cement mortar 1:4 complete all as specified and directed. |
| 33 | Preparation of new steel surface of any description, over 10cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc crome complete all as specified and directed. |
| 34 | Preparation of new steel surfaces of any description, n.exc10cm in width or girth when unconnected with other painting or when painted in adifferent tint and applying two coats of synthetic enamel paint over a coat of red oxide zinc crome complete all as specified and directed. |
| 35 | S & F PVC (SWR) pipes single socketed of pressure rating 6 Kgf/cm2 in any length of 75mm bore, Complete all as specified and directed. Please Enable Macros to View BoQ information |
