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| 1 | Schedule 'A' B/R |
| 2 | Surface excavation not exceeding 30 cm deep & averaging 15 cm deep and getting out in Soft/ loose soil, complete all as specified and directed by Engineer-in-charge. |
| 3 | Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 Metre in depth and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-charge. |
| 4 | Material & Labour for cement concrete type D-2, 1:4:8 (40 mm graded aggregate) as in foundation, filling and mass concrete, complete all as specified and directed by Engineer-in-charge. |
| 5 | Material & Labour for (Porbandar stone of size 20cm x 20cm x 40 cm) Walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar (1:4), complete all as specified and directed by Engineer-in-charge. |
| 6 | Material & Labour for CRS Mild Steel TMT bars 6mm to 8mm dia, cut to length, bent to shape reqd, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including MS steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to TMT bars, complete all as specified and directed by Engineer-in-charge. |
| 7 | Material & Labour for RCC M-30 (Design Mix), using 20mm graded stone aggregate for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed by Engineer-in-charge. |
| 8 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), complete all as specified and directed by Engineer-in-charge. |
| 9 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide, complete all as specified and directed by Engineer-in-charge. |
| 10 | Material & Labour for hard-core of gauge not exceeding 0.63mm, deposited, spread & levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface using broken stones or boulders, complete all as specified and directed by Engineer-in-charge. |
| 11 | Material & Labour for cement concrete type B-2, 1:2:4 (using 40mm graded stone aggregate), 100mm thick, finished even & smooth without using extra cement, complete all as specified and directed by Engineer-in-charge. |
| 12 | Material & Labour for rendering 15mm thick in Cement Mortar 1:4 on concrete/stone masonary surface finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-charge. |
| 13 | Material & Labour for preparation of new plastered surfaces of wall and applying two coats of 100 % Premium acrylic emulsion paint having VOC less than 50 gm/ltrs and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm all as per the manufacturer’s instructions, complete all as specified and directed by Engineer-in-charge. |
| 14 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil, complete all as specified and directed by Engineer-in-charge. |
| 15 | Removing excavated material not exceeding 50 Metre & depositing where directed at a level not exceeding 1.5 Metre above the SP in soils, complete all as specified and directed by Engineer-in-charge. |
| 16 | Material & Labour for cement concrete type C-2, 1:3:6 (40mm graded aggregate) in surface channels and drain, complete all as specified and directed by Engineer-in-charge. |
| 17 | Provision of fountain including 2 Nos Motor with (0.5 HP) and Decorative light fitting 30 Watt (6-7 set in each fountain), installation and transport, complete all as specified and directed by Engineer-in-charge. |
| 18 | Material & Labour for providing, supplying, carving, dressing, transporting and erecting yellow sandstone water fountain, size of fountain (Height-7.5ft basin & dia-6ft) made from premium quality natural sandstone having soft pastel/mint hues and uniform texture, machine dressed and hand-finished surface, free from cracks, flaws and structural defects.The fountain shall be manufactured from durable, weather-resistant natural stone, suitable for both indoor and outdoor application, complete with all necessary components such as base pedestal, excavation as required, removal of unserviceable items, PCC Type D-2 1:4:8 (using 40mm graded aggregate) as in foundation water basin, water sprinkler, fittings, sealing and finishing as required. The item shall be installed at site including proper levelling, alignment, joint finishing, testing and commissioning complete in all respects as per manufacturer's drawings & specifications, complete all as specified and directed by Engineer-in-charge.Note: - All charges are included in the quotation, water and light connection shall be paid separately. |
| 19 | Material & Labour for providing, supplying, carving, dressing, transporting and erecting yellow sandstone water fountain, size of fountain (Height-6.0 ft., Basin & dia-5.0 ft.) made from premium quality natural sandstone having soft pastel/mint hues and uniform texture, machine dressed and hand finished surface, free from cracks, flaws and structural defects.The fountain shall be manufactured from durable, weather-resistant natural stone, suitable for both indoor and outdoor application, complete with all necessary components such as base pedestal, excavation as required, removal of unserviceable items, PCC Type D-2, 1:4:8 (using 40mm graded aggregate) as in foundation water basin, water sprinkler, fittings, sealing and finishing as required. The item shall be installed at site including proper levelling, alignment, joint finishing testing and commissioning complete in all respects as per manufacturer's drawings & specifications, complete all as specified and directed by Engineer-in-charge.Note: - All charges are included in the quotation, water and light connection shall be paid separately. |
| 20 | Schedule 'A' E/M & Water Supply |
| 21 | Supply, Installation and testing of Car washing plant, Triple plunger, Base mounting, 3 HP Motor power 3 HP, displacement 12.0 lpm, Operating pressure upto 100 bar, 3 piston pump with 25 meter pressure pipe, control valve, trigger gun, van nozzles and all standard accessories, suitable for 400-440v, 50 hz v, complete all as specified and directed by Engineer-in-charge. |
| 22 | Supplying and laying of CPVC pipes 40mm dia., SDR 13.5 & Plain CPVC SDR 11 fittings in trenches, complete all as specified and directed by Engineer-in-charge. |
| 23 | Supplying and laying of CPVC pipes 25mm dia., SDR 13.5 & Plain CPVC SDR 11 fittings in trenches, complete all as specified and directed by Engineer-in-charge. |
| 24 | Supply & Fixing CPVC ball valve of size 40mm, complete all as specified and directed by Engineer-in-charge. |
| 25 | Supply & Fixing CPVC ball valve of size 25mm, complete all as specified and directed by Engineer-in-charge. |
| 26 | Supply and fixing Foot Valve conforming to IS 4038, 40/50 mm (2”) dia., and complete all as specified and directed by Engineer-in-charge. |
| 27 | Supply and laying pipe galvanized, “Medium class”, including fittings 20mm (3/4”) dia., complete all as specified and directed by Engineer-in-charge. |
| 28 | Supply and fixing Gun-metal, globe or gate valves, with iron wheel both ends for iron pipe and fixe 20mm bore, complete all as specified and directed by Engineer-in-charge. |
| 29 | Supply and lay double wall corrugated (DWC) high density polythene pipes having corrugation on the outer wall and plain surface on the inner wall confirming to ISI 14930 ( Part I and II) for protection of underground cables of size 63mm outer dia with all fittings. Laid in trenches / road/ nallah or fixed along wall. poles or laid under floor (including cutting floor/Road and making good to match with existing adjoining surface etc., for cable protection, complete all as specified and directed by Engineer-in-charge. Note:- Excavation and earth work shall be measured and paid separately.Make: Rex/Poly/Gemini |
| 30 | Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16.0 Sqmm 4 core, complete all as specified and directed by Engineer-in-charge. |
| 31 | Earthing of machinery/equipment Installed at power house/substation, using 32x6 mm galvanized MS strip and MS galvanized plate of size 600 x 600 x 6mm, as earth electrode, complete all as specified and directed by Engineer-in-charge. |
| 32 | Supply and fixing 4 Pole MCCB 63 Amp, 50 Hz, 415 V with rupturing capacity16/ 25 KA including wall cabinet, complete all as specified and directed by Engineer-in-charge. |
| 33 | Supply and fixing Triple pole and earth Plug & socket enclosure of 32 amp with a three pin and earth plug with socket complete with one triple pole MCB, complete all as specified and directed by Engineer-in-charge. |
| 34 | Supply and fixing LT XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10 sqmm 4 core, complete all as specified and directed by Engineer-in-charge. |
| 35 | Supply and fixing MCB DB 4 way TPN, (Acrylic door), IP 43 “Weather proof” Concealed/ Surface mounted and making good the disturbed surfaces of walls / ceiling / floor etc., complete with all accessories, main switch and connecting the cables with proper, complete all as specified and directed by Engineer-in-charge. |
| 36 | Supply and fixing MCB TPN, 415 Volt, 63 Amps, complete all as specified and directed by Engineer-in-charge. |
| 37 | Supply and fixing MCB SP, 240 volt, 6 to 32 Amps, complete all as specified and directed by Engineer-in-charge. |
| 38 | Supply and laying 50/38mm Double Walled Corrugated (DWC) Pipes having corrugation on the outer wall and plain surface on the inner wall confirming to IS-14930 (Part-II) for protection of UG cables, laid in trenches/ road/ drain or fixed along wall, poles or laid under floor, complete all as specified and directed by Engineer-in-charge. |
| 39 | Material & Labour for cutting existing road/hard standing not exceeding 45 x 45 cm in wide & depth getting out excavated material for laying cable/GI tube, returning filling & well ramming watering finish surface 10 cm from top using PCC 1:3:6; including removal of surpluses soil, complete all as specified and directed by Engineer-in-charge. |
| 40 | Supplying and laying of CPVC pipes of size 20mm SDR 11 & Plain CPVC SDR 11 fittings in trenches with necessary bends, fixture, complete all as specified and directed by Engineer-in-charge. |
| 41 | Supply & fixing CPVC ball valve of size 20mm, complete all as specified and directed by Engineer-in-charge. |
| 42 | Material & Labour for Making bore on existing CI/DI pipe and fixing 32mm CPVC pipe, complete all as specified and directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
