|
| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 2 | Dismantling and clearing away any thickness of rubble, brick, laterite in CM including disposal of debris as per directions within a distance of 150 m. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, in all kinds of soil, including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed by the Engineer-in-charge, with in a lead of 50m. The rates shall include bailing out water, and keeping the sides from collapsing using necessary timbering, planking, and shoring. |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 5 | Providing and laying plain cement concrete work in 1:4:8 mix (1 cement: 4 coarse river sand/manufactured sand: 8 40mm nominal size graded hard granite broken stones) including all charges for mixing concrete, laying, consolidating, curing, cost for bailing out of water, oil, liquid mud etc. from all sources in excavated pits, trenches, etc. complete at all levels as per standard specifications but excluding the cost of shuttering, and as directed by the Engineer in-charge for foundation / levelling course etc. |
| 6 | Random Rubble masonry in CM 1:6 for foundation and basement using Contractor's own rubble,including cost of cement |
| 7 | Supplying, fabricating, conveying, and fixing reinforcement to RCC works at all levels with high strength deformed bars Fe 500D/ 550D grade Thermo Mechanically Treated (TMT) bars conforming to IS 1786 including all charges for uncoiling and straightening rods, cutting rods, bending cold, placing in position and supplying & tying with black annealed tying wire of 16 gauge, etc. complete. |
| 8 | Providing form work to cement concrete and RCC works with necessary plywood / steel sheet, steel joists, runners, struts, posts etc with adjustable spans and telescopic posts, wooden planks etc. including removal after completion /curing at all levels for foundation footings, bases of columns and walls and for mass concrete with straight sides. |
| 9 | Reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) work at all levels, excluding cost of centering, shuttering, finishing and reinforcement & including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in-charge-For yard/cable trench. |
| 10 | Reinforced cement concrete work of M25 grade for precast cover slab using Portland pozzolana cement containing more than 25% of fly ash, iver sand / manufactured sand conforming to IS 383 and 20mm nominal size graded hard granite broken stones including all charges for designing the mix, weigh batching, including installation of batching plant at the designated location in the site premises or arranging RMC, mixing concrete, cost of adding concrete admixtures as required, transporting, formwork, laying, vibrating, consolidating, curing with minimal use of potable water subject to provision of IS 456, handling, transporting, loading, unloading, keeping and fixing in position, at all levels etc., complete but excluding cost of providing reinforcements. (Exposed surfaces of pre-cast elements shall have good finish with no blemish or mark on the finished surfaces) NOTE- (1) Minimum Cement content shall be @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812(Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 - in the items of BMC and RMC -for cover slabs on cable trench. |
| 11 | Flooring with PCC 1:2:4 mix concrete using first class 20 mm and downgrade hard granite broken stone including mixing concrete, laying in panels, necessary formwork, consolidating, curing etc. complete |
| 12 | Cement block masonry work in CM 1:6 using good quality, approved, cement blocks including charges for conveying, scaffolding charges etc. as per departmental instructions for super structure walls up to floor five level including cost of cement |
| 13 | Cement plastering with CM 1:4,15 mm thick one coat floated hard and trowelled smooth at all levels including cost of cement |
| 14 | Painting one coat of priming coat on plastered surface (interior/exterior) with approved quality cement primer after cleaning the surface including all cost of materials, labour etc. |
| 15 | Painting with two coats of acrylic emulslon exterior paint of approved brand and shade at all heights as per manufacturer's specificalion including cleaning the surface well. |
| 16 | Supplying and fixing anodized Aluminium frame work of extruded sections and approved brand / manufacturer including mitering the joints, fixing the frame work with necessary screws, drilling holes in floors/walls, providing plugs for fixing screws, finishing the sides of packing between frame work and walls with plaster of Paris, cost of timber packing if necessary, Rubber lining for air tightness, providing corner cleats etc.complete as per standard practice for glazed Doors, Windows, Partitions, Ventilators etc.including hinges ,pivots, tower bolts, fixtures etc.complete (All Aluminum fittings measured in Kg) |
| 17 | Glazing the Aluminium frame work of windows with 3 mm or nearest thick plain glass panes and anodized Aluminium approved brand beadings, with EPDM / NEOPRINE weather seals, gaskets of EPDM or PVC etc and screws as per standard practice at all levels (Measurement for overall area of doors / windows / ventilators) |
| 18 | Collecting ,conveying and Disposal of building rubbish / debris / similar unserviceable, dismantled or waste materials by manual/ mechanical means, including loading, transporting, unloading to approved areas for filling, spreading in layers as per directions of Engineer-in-charge (20%deduction will be made if measured loose in lorries/ from stack) - For an average lead of 2 KM |
| 19 | Supplying, Conveying, fabrication and erection of structural steel work bolted or welded at all levels as per scope drawing for trusses, purlins, louver brackets, louver runners bracings, stair cases, platforms, hand rails ladder, threaded sag rods, splices, etc. with M.S angles, channels, tees, flats, RSJs, rods, pipes and plates including cutting, welding, cleaning, erecting and painting with two coats of zinc chromate primer (one shop coat and one coat after erection) and two coats of chemical resistant enamel paint of approved quality and colour over the primer including supply of necessary MS bolts and nuts other than holding down bolts.(The structural steel material shall be of M/s. SAIL / RINL / TISCO /JINDAL make) - Required gas and electrodes will be supplied free of cost by FACT at stores |
| 20 | Roofing/ side cladding with AC corrugated/Semi corrugated sheets 6 mm thick with 7 mm or nearest available dia and suitable length GI Hooks/bolts and nuts,GI and bitumen washers, cutting sheets to required shape/length, providing a minimum overlap of 150 mm at ends including cost of AC sheets and all other materials, scaffolding charges etc complete at all heights. |
| 21 | Providing guard bars to windows & ventilators using suitable size M.S. rods using contractor’s own MS bars |
| 22 | Supplying fitting and fixing rolling shutters/ rolling grills of approved make, with 80 x 1.25mm M.S laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, hood made out of 18 gauge sheet steel ball bearings, side guides and arrangements for inside and outside locking with handles and with push and pull operation etc. complete including cost of providing and fixing necessary 27.5cm long wire springs grade No. 2 and with 1.25mm thick top cover and preparation of surface by very thorough scraping and wire brushing using power tools and painted with two coats of chemical resistant enamel paint of approved quality and colour over two coats of zinc chromate primer as directed by the Engineer-in-Charge Please Enable Macros to View BoQ information |
