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| 1 | Carriage of material from quarry/crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge Carriage of material from quarry/crusher to work site including loading, |
| 2 | Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe (\\"B\\" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100mm wide PVC Tape preferabley of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at |
| 3 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in All kinds of soil |
| 4 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 5 | Random rubble dry stone Kharanja under floor. |
| 6 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. |
| 8 | Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. |
| 9 | CEMENT CONCRETE (CAST-IN-SITU):Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 10 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 11 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 12 | STEEL REINFORCEMENT:Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 13 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 14 | Add extra for providing richer mixes respectively at all floor levels Providing M-30 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 15 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 16 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 17 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete. 5 to 9 H.P. |
| 18 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of 5 to 9 HP including POL/Power Consumption etc Complete Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of 5 to 9 HP including POL/Power Consumption etc Complete |
| 19 | Item Code [Non bsr ISI marked HDPE ]:Item Type [Other] ::Sub Item Code [Non bsr ISI marked HDPE + 1]: |
| 20 | Item Code [Non bsr 1.16 size of CID ]:Item Type [Other] ::Sub Item Code [Non bsr 1.16 size of CID + 1]: |
| 21 | Item Code [Non bsr 1.16 size of CID ]:Item Type [Other] ::Sub Item Code [Non bsr 1.16 size of CID + 2]: |
| 22 | Item Code [Non bsr 1.16 size of CID ]:Item Type [Other] ::Sub Item Code [Non bsr 1.16 size of CID + 3]: |
| 23 | Item Code [Non bsr 1.16 size of CID ]:Item Type [Other] ::Sub Item Code [Non bsr 1.16 size of CID + 4]: |
| 24 | Providing, lowering, laying and jointing of ISI marked HDPE pipes conforming to IS:4984-1995 (amended up to date), including all jointing materials, fittings, specials, electrofusion welding, hydraulic testing, disinfection, commissioning, transportation, loading-unloading, labour, taxes, freight and complete work as per technical specifications and direction of Engineer-in-Charge. Excluding earthwork. HDPE PE-80 PN-6 pipes. Specials like tees, bends etc. included in RM rate; no separate payment. Supply in coil or straight length (6/12 m). 110mm |
| 25 | Providing, lowering, laying and jointing of ISI marked HDPE pipes conforming to IS:4984-1995 (amended up to date), including all jointing materials, fittings, specials, electrofusion welding, hydraulic testing, disinfection, commissioning, transportation, loading-unloading, labour, taxes, freight and complete work as per technical specifications and direction of Engineer-in-Charge. Excluding earthwork. HDPE PE-80 PN-6 pipes. Specials like tees, bends etc. included in RM rate; no separate payment. Supply in coil or straight length (6/12 m). 140mm |
| 26 | Providing, lowering, laying and jointing of ISI marked HDPE pipes conforming to IS:4984-1995 (amended up to date), including all jointing materials, fittings, specials, electrofusion welding, hydraulic testing, disinfection, commissioning, transportation, loading-unloading, labour, taxes, freight and complete work as per technical specifications and direction of Engineer-in-Charge. Excluding earthwork. HDPE PE-80 PN-6 pipes. Specials like tees, bends etc. included in RM rate; no separate payment. Supply in coil or straight length (6/12 m). 160mm |
| 27 | Item Code [Non bsr Household Tap Con]:Item Type [Other] ::Sub Item Code [Non bsr Household Tap Con + 1]: |
| 28 | Providing, lowering, laying, aligning and jointing of ISI marked DI K-7 S&S pipes conforming to IS:8329-2000 with cement mortar lining and EPDM rubber ring joints as per IS:5382-1985, including all taxes, transportation, loading-unloading, labour, specials, hydraulic testing, disinfection and commissioning complete as per specifications and direction of Engineer-in-Charge. Excluding earthwork. Specials like tees, bends etc. included in KM rate; no separate payment. 200 mm |
| 29 | Providing, lowering, laying, aligning and jointing of ISI marked DI K-7 S&S pipes conforming to IS:8329-2000 with cement mortar lining and EPDM rubber ring joints as per IS:5382-1985, including all taxes, transportation, loading-unloading, labour, specials, hydraulic testing, disinfection and commissioning complete as per specifications and direction of Engineer-in-Charge. Excluding earthwork. Specials like tees, bends etc. included in KM rate; no separate payment. 300 mm |
| 30 | Providing, lowering, laying, aligning and jointing of ISI marked DI K-7 S&S pipes conforming to IS:8329-2000 with cement mortar lining and EPDM rubber ring joints as per IS:5382-1985, including all taxes, transportation, loading-unloading, labour, specials, hydraulic testing, disinfection and commissioning complete as per specifications and direction of Engineer-in-Charge. Excluding earthwork. Specials like tees, bends etc. included in KM rate; no separate payment. 350 mm |
| 31 | Providing, lowering, laying, aligning and jointing of ISI marked DI K-7 S&S pipes conforming to IS:8329-2000 with cement mortar lining and EPDM rubber ring joints as per IS:5382-1985, including all taxes, transportation, loading-unloading, labour, specials, hydraulic testing, disinfection and commissioning complete as per specifications and direction of Engineer-in-Charge. Excluding earthwork. Specials like tees, bends etc. included in KM rate; no separate payment. 400 mm |
| 32 | Item Code [Non bsr ISI marked HDPE P]:Item Type [Other] ::Sub Item Code [Non bsr ISI marked HDPE P + 1]: |
| 33 | Item Code [Non bsr Repairing of leak]:Item Type [Other] ::Sub Item Code [Non bsr Repairing of leak + 1]: |
| 34 | Item Code [Non bsr Repairing of leak]:Item Type [Other] ::Sub Item Code [Non bsr Repairing of leak + 2]: |
| 35 | Item Code [Non bsr Road cutting for ]:Item Type [Other] ::Sub Item Code [Non bsr Road cutting for + 1]: |
| 36 | Item Code [Non bsr Wet Mix Macadam (]:Item Type [Other] ::Sub Item Code [Non bsr Wet Mix Macadam ( + 1]: |
| 37 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.00 M x 1.00 M |
| 38 | RIGID PVC PIPE P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.Sub Item Code [S 3.16 + S 3.16.3]: RIGID PVC PIPE P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia Please Enable Macros to View BoQ information |
