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| 1 | Earth work excavation in ordinary soil, exclusive of compensation of earth:-Earth work undressed with a combined lead upto 15 metres including breaking of clods. |
| 2 | Dressing of earth work: New work or remodeling work. |
| 3 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 4 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 5 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 6 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 7 | 10mm thick Cement Plaster 1:4 |
| 8 | 10mm thick cement plaster 1 : 4 on floors. |
| 9 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.110mm o/d PVC pipe of 2.5 Kgf. / sqcm |
| 10 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.20mm i/d |
| 11 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 12 | Extra bitumen painting at 0.69 Kg. per sqm |
| 13 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position. |
| 14 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete |
| 15 | Welding by gas or by electric plant, including carriage to and from workshop etc. |
| 16 | Dressing side slopes and preparation of sub grade for lining. |
| 17 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 18 | Filling expansion joints with special impervious hot pour 12.5mm wide. |
| 19 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-0 to 1.5 m depth |
| 20 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads.Disposal/carraige from 0 upto 450m |
| 21 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 22 | Compaction: Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. |
| 23 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 24 | Extra for rolling to specifications. |
| 25 | Foot Rest for Manhole.Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 26 | Provding and fixing timbering on face of trenches if required for sewers and manholes for item 29.4 and29.5 irrespective of the depth, measuring each timbered surfaces of trench on which timbering is done.Type-I Simple form of timberingFor trench having width above 2m and upto 3m |
| 27 | Polythene films/ sheet of 100,125, 150, 200,250 micron |
| 28 | Dag-belling:- Single Kassi stroke minimum 7.5 cm depth. |
| 29 | Filling Contraction joints with special impervious hot pour |
| 30 | Providing and fixing alfa valve of dia 800 mm including taxes complete in all respect. |
| 31 | Supply of M.S ISA,ISMC,ISMB, Plate etc |
| 32 | Lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.R.C.C. Pipe NP -21200 mm i/d pipe (Excluding Pipe Supply) |
| 33 | Lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.R.C.C. Pipe NP -2 900 mm i/d pipe (Excluding pipe supply) |
| 34 | Lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.R.C.C. Pipe NP -2150 mm i/d pipe (Excluding Pipe Supply) |
| 35 | Excavation by mechanical means JCB or Hydraulic excavator in trenches for pipelines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint hole, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing etc. and removal of surplus soil outside/inside the town involving lead upto 15 mtr. complete in all respect. |
| 36 | Any Other Item Please Enable Macros to View BoQ information |
