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| 1 | 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 levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation , including the cost 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 meter complete in all respect. |
| 2 | 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. |
| 3 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth |
| 4 | 10mm thick cement plaster 1.4 on sides walls |
| 5 | 10mm thick cement plaster 1:4 on bed and top. |
| 6 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement |
| 7 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle (Mechanical means) |
| 8 | Cement concrete 1:4:8 with brick ballast 40mm gauge (Mechanical means) |
| 9 | Lowering, jointing of UPVC pipes 250 mm dia laying same to correct gradient and alignment and jointing ends in all depths complete in all respect. |
| 10 | Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. (a) 100mm nominal diameter (weight 14.5 kgper metre) 5.40 mm thickness |
| 11 | Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank |
| 12 | Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 |
| 13 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) |
| 14 | Centreing &shuttering for Concerte of faces foundation and plinth beam |
| 15 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect |
| 16 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 17 | Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads). Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications |
| 18 | Tack Coat @ 1.00 Kg per sqm ( for WBM patches where surface dressing not applied), Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 1.00 kg per sqm on the prepared granular surface after cleaning the surface complete as per technical specifications |
| 19 | Providing, laying and compaction of open-graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with [email protected], laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications . The procedure for selecting plastic waste shall strictly in accordance to the guidelines given IRC-SP201 |
| 20 | Seal Coat Type B.Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications |
| 21 | Providing and fixing Elbow/bends of 90 degree 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge Dia 250mm |
| 22 | Providing and fixing equal Tee of 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge Dia 250 mm |
| 23 | Providing and fixing Tail end piece 280 mm of 6 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge |
| 24 | Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications |
| 25 | Reinforced cement concrete M-15 grade boundary pillar of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications |
| 26 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (250mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). B) Class PN-1.6 as per ISI |
| 27 | Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete .C.I Double air valve (Size 150mm) |
| 28 | (Carriage) For PVC/HDPE pipes all sizes (Truck load 2.20 tonnes) 73 km REST HOUSE GANDA KHERI including Loading and Unloading |
| 29 | Providing and fixing MS service saddle 250x50mm as per IS 4985 l/c testing commissioning and complete in all respect to the specification of engineer in charge Please Enable Macros to View BoQ information |