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| 1 | Dismantling concrete (d) Cement concrete plain1:2:4 mix |
| 2 | Making dewatering arrangement by pumping set 4‘‘ *4‘‘ (Tractor driven) |
| 3 | Filling cement bags with sand or earth and sewing including cost of E.C bags and strings. |
| 4 | Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, 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 out side/inside the town involving lead upto 15 metres complete in all respect. |
| 5 | 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 directedwithin lead of 30 metres. |
| 6 | Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 7 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Using Batching Plant, Transit Mixer and Concrete Pump. By mechaincal means. |
| 8 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications F RCC Grade M-25 Height upto 5m (ii) With Batching Plant,Transit Mixer and Concrete Pump |
| 9 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 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) |
| 10 | 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. |
| 11 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-(a) 0 to 1.5 m depth |
| 12 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 13 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 14 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 15 | Cement concrete 1:4:8 with brick ballast 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 16 | Lowering precast concrete NP-2 900 mm dia plain end pipes with collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2013 into trenches for all depths and laying out same to correct alignment gradient level etc. complete in all respect. |
| 17 | Lowering precast concrete NP-2 150 mm dia plain end pipes with collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2013 into trenches for all depths and laying out same to correct alignment gradient level etc. complete in all respect. |
| 18 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doorsstair case iron railing etc. including cost of boltsand nuts, screws, welding rod complete fixing in position. |
| 19 | 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 legshaving 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoringprojections on tail length on 138 mm as per standard drawing and suitable to with stand the bend testand chemical resistance test as per specification and having manufacturer‘s permanent identificationmark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concreteblock 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 20 | Providing,Laying, fixing & jointingof 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 alignmenta nd gradients, cutting, jointing and testing complete as per specifications. 160mm o/d pipe of 6 Kgf. / sqcm |
| 21 | Rehandling of excavated earthwork. |
| 22 | Shuttering for faces of concrete foundation sand foundation beam & plinth beam (vertical or battering) |
| 23 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion heet, all carriage complete (with the approval of Engineer incharge).Class PN-1.6 as per ISI (e) 300mm i/d Sluice Valves flanged |
| 24 | Jointing of C.I. Pipes as per IS:1536, Valves and specials with lead caulked joints ,including cost of lead , yarn and cost of labour fuel and tools etc with testing complete. (E) For 300mm i/d pipe lines |
| 25 | Dressing of earth work (i) New work or remodeling work. |
| 26 | Boulder Apron Laid in Wire Crates A. Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extrafor laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates |
| 27 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. (B) D.I. Pipe as per IS 8329 DI-K9 (e) 300mm i/d pipe lines laid complete |
| 28 | 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. (excluding royalty) |
| 29 | Any Other Item Please Enable Macros to View BoQ information |
