|
| 1 | Earthwork undressed involving an avg. horizontal throw upto 2mtr and an avg vertical lift upto 0.5mtr including breaking of clods |
| 2 | Re-handling of earthwork recently executed |
| 3 | Dressing of New Earthwork |
| 4 | Dag-belling with Single Kassi stroke minimum 7.5 cm depth. |
| 5 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement |
| 6 | Dressing of Bed and Preparation of Sub-grade for Lining |
| 7 | Supplying of RCC Shutter with frame for nakka |
| 8 | Supplying & laying dry brick bats |
| 9 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight oropen cutting in streets or open area including and 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 thetown involving lead upto 15 meter complete in all respect. |
| 10 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is notinvolved 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. |
| 11 | 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 anchoringprojections 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 manufacturer‘s 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. |
| 12 | 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 sheet, all carriage complete (with the approval of Engineer incharge)(A) Class PN-1 as per ISI 250 mm i/d Sluice Valves flanged |
| 13 | Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing all carriages complete (d) C.I Single air valve Screwed(Size 50mm) |
| 14 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.6 m. x 0.6 m. Complete in all respect. |
| 15 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.9 m. x 0.9 m. Complete in all respect. |
| 16 | Cement conc.1:4:8 with brick balast 40mm gauge mixing by manual means |
| 17 | Cement Conc.1:2:4 with stone ballast or shingle mixing by manual means |
| 18 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement |
| 19 | Providing and fixing of Alfa valve of 250 mm dia complete Including all tax and charges. |
| 20 | Providing & fixing 250 mm Dia. Equal Tee (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 21 | Providing & fixing 250 mm Dia. Short OR long Bend (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 22 | Providing & fixing 250 mm Dia. Short OR long Bend (45 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 23 | Providing & fixing 250 mm Dia. Socket (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 24 | Providing & fixing 250 x 50 mm Dia. MS Service saddle (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete inall respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 25 | Providing & fixing 250 mm Tail end point 6kg with M.S./C.I. flange(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 26 | Providing, 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 incorrect 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 300mm i/d pipe (for Pucca road crossing) |
| 27 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 28 | Laying , fixing, jointing and testing 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 250 mm o/d PVC pipe of 2.5 Kgf. /sqcm |
| 29 | 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. 50mm i/d |
| 30 | 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. |
| 31 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 32 | 10mm thick Cement Plaster 1:4 |
| 33 | 10mm thick cement plaster 1 : 4 on floors. |
| 34 | 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 in15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 35 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 36 | Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means using concrete mixer volumetric type |
| 37 | Extra bitumen painting at 0.69 Kg. per sqm |
| 38 | 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 |
| 39 | Filling expansion joints with special impervious hot pour 12.5mm wide. |
| 40 | Polythene films/ sheet of 100,125, 150, 200,250 micron |
| 41 | Filling Contraction/Construction Joint with special impervious hot pour 12.5mm wide. |
| 42 | Any Other Item Please Enable Macros to View BoQ information |
