|
| 1 | M&L for excavation in trenches in any type of soil not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, laying of pipe/ cable complete all as specified and directed by Engr-in-charge. |
| 2 | M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and directed by Engr-in-charge. |
| 3 | Removing surplus excavated material/ soils to a distance exceeding 250mtr and not exceeding 500mtr and depositing where directed to a level not exceeding 1.50mtr above starting point, complete all as specified and directed by Engr-in-charge. |
| 4 | Demolition of cement concrete in gound floors and pavings not exceeding 15cm thickness (below or above ground level) specified and directed by Engr-in-charge. |
| 5 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed. |
| 6 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and directed by Engr-in-charge. |
| 7 | Demolition of brick work or stone masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified. |
| 8 | M&L for brick work with sub class \"B\"bricks, straight or curved on plan exceeding 6 metre mean radius, built in cement mortar 1:4, complete all as specified and directed. |
| 9 | -ditto- all as per item ser No 08 here in before but excepts bricks. |
| 10 | M&L for plain cement concrete type B-1 (1:2:4) (using 20mm graged crushed stone aggregate) as in bands, coping, bed blocks etc. including weathering slightly rounded or chamfered angle, including necessary form work complete all as specified and directed. |
| 11 | Use & waste formwork to sides and soffits of beam, bands and the like for fair finished surfaces of concrete, complete all as specified and directed. |
| 12 | M&L for RCC type B-1, 1:2:4 (using 20mm graded crushed stone aggregate) as in beams, cantilivers, bressummers, lintles and the like all as specified and directed. |
| 13 | S&F TMT steel bars 8mm 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 directed. |
| 14 | S&F Mild steel work of Fe-290-0 as in angle iron fencing posts, struts including cutting bent to shape drilling holes, notching for wire complete all as specified and directed. |
| 15 | 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 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 directed. |
| 16 | S&F in repair punched tape concertina coil (including two handles and spikes on both ends of coil) and dia 1050mm, having a core wire of high carbon spring steel at high tensile strength. The punched tape and core wire (2.5+ 0.35mm (dia) shall be heavy galvanised (IS-1730) wire-275 GSM & Strip-200 GSM) to provide against outdoor exposure. The punched tape shall be mechanically crimped over the core wire and then formed into a coil at various parts of the periphery of the coil, blade profile as medium blade (MBBT). The width of strip shall be 22mm and spacing of blades shall be 35.00+0.5mm centre to centre. The weight of each coil shall be 14+ 5%Kgs without packing material. Tensile strength of wire shall be 1400-1500 N/Sqmm. Each coil shall cover length of 10 RM (maximum) when placedon Y arm. Concertina coil shall be fixed in diamond shape with the help of dove tail clip with barbed wire complete all as specified and directed. |
| 17 | Dismantling of plain or corrugated steel sheeting, any gauge, thickness complete all as specified and directed. |
| 18 | S&F prepainted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, height upto & including triple storey building as specifie are to be fixed using torque adjustable electronic gun screws drills of suitable capacity complete all as specified and directed. |
| 19 | Prepainted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick as in ridges, eves board of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed. |
| 20 | Dismantling boarding, any description, fixed in any position with nails complete all as specified |
| 21 | Dismantling wrought iron or mild steel work of any descripton not otherwise provided for complete all as specified and directed. |
| 22 | S&F rolled mild steel sections channel, angle, Tee section and in tubular section as in main and cross beams, hip and jack rafters, purlins, post where connected to common rafters and running rails fixed with angle cleat or other connecting plates conforming to Fe-410-W Gde-E-250, quality A complete all as specified and directed. |
| 23 | S&F framed work such as grills, gratings, etc with ends of bars shouldered and / or riveted or forged into spikes; framed guard; barred iron doors, ladders, framed balusters, walk ways, railing and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed. |
| 24 | Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc) any thickness, including cover fillets but without frame work complete all as specified and directed. |
| 25 | S&F 6mm thick Non Asbestos fibre cement building boards/ Pre-laminated self embossed texture designer E-Board classic (size 0.60M x 0.60M/ 1.20m x 0.60M), HPSC (High Pressure Steam Cured) to be fixed or laid/ inserted to existing/ new timber/ GI/ Aluminium/ MS framework with screws as in ceiling complete all as specified and directed. |
| 26 | S&F framed work as in doors or gates of angle or other secion 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 coveing, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed. |
| 27 | S&F 1.25mm thick plain, black mild steel sheeting in stepped flashings (measured as the minimum rectangle from whichthe pieces can be cut) all as specified and directed. |
| 28 | Taking down cement plaster on brick or stone walls etc raking out joints hacking for key scrabbing down water etc complete all as specified and directed. |
| 29 | M&L for rendering15mm thick in CM 1:4 on fair faces of brick work or concretesurfaces finished even and fair, complete all as specified and directed. |
| 30 | M&L for one coat of synthetic enamel paint to old decorated steel surfaces of girth exceeding 10cm including preparation of surfaces complete all as specified and directed. |
| 31 | M&L for preparation of new surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces exceeding 10cm width or girth, complete all as specified and directed. |
| 32 | M&L for preparation of newly plastered surfaces and applying two coats of cement base paint over a coat of primer complete all as specified and directed. |
| 33 | M&L for complete removal of existing treatment and applying two coats of cement base paint over a coat of primer on old decorated/ undecorated surfaces of walls complete all as specified and directed. |
| 34 | NOTE :-An amount of Rs. 1,92,060.00 on account of Credit Schedule for Schedule \"A\" Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum. |
