Sanjay Nagar, Faridkot

Amount

5.2(i)/Jallalabad Sand Total lead 90 KM Payable lead 85 KM 6km to 40km

41km to 60km

61km to 90km

5.2(i)/Pathankot Sand & Bajri Total lead 280 KM Payable lead 275 KM 6km to 40km

41km to 60km

61km to 150km

151km to 280km

6.6/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.

9.1/Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

10.6(b)/Cement concrete 1:8:16 with stone ballast 40mm gauge stone aggregate using concrete mixer volumatric type.

10.10 (a)(ii)/Cement Concrete 1:4:8 with stone ballast of size 40 mm gauge.

10.16/Reinforced cement concrete M-25 mechanicaly batch mixwd using batch type concrete mixer as per IS 1791 & vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

11.5/First class burnt brick work laid in cement sand mortor 1:5 in foundation and plinth

14.7/Conglomenrate floor 50 mm thick cement concrete topping 1:2:4

15.7+15.48/12.5mm thick cement plaster 1:2 with cement rendering on plaster 1 mm thick (inside)

18.18/Cold twisted deformed (Ribbed/Tor steel bar) Bars Fe 500 grade as per IS 1786-1985, for RCC works where not including in the complete rate of RCC including bending and placing in position complete.

28.2/Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, 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. (a) Earth work upto 1.5 m. Depth (800mm i/d D.I. Pipe) (i) All classes of soil except rocky

for 2 Nos. C.I. Parallel Pipe Line dia 450 mm i/d

(b) Exceeding 1.5 m depth but not exceeding 2.25 m depth (i) All classes of soil except rocky (800mm i/d D.I. Pipe)

28.2+28.13+28.18/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 including specials, excavation by mechanical means and refilling in origional condition. PVC 10kg/Cm2 (more than 3 mtr street width). (iii) 90mm o/d PVC 10kg/cm2

28.7B/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. A/ D.I. Pipe as per IS 8329 DI-K7 (k)600mm i/d pipe lines laid complete

(n)800mm i/d pipe lines laid complete

28.25/Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. (b)D.I. Specials above 300mm i/d

28.27/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 in-charge). B/Class PN 1.6 as per ISI (b)/ 80mm i/d Sluice Valves flanged

(j)/ 150mm i/d Sluice Valves flanged

28.66/Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department (b)/0.90mtr. X 0.90 mtr.

28.49/Bailing out water from the trenches for making new connections in existing pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. (b) Connection with pipe line beyond 300mm i/d.

28.59/Dismantling lead Caulked Joints of cast iron Socketted Pipes, Valves and Specials by heating the Joints including the cast of Labour, Fuel and tools, etc., collecting the lead taken out from the joints and ride back the same to the Engineer-in-charge.o correct alignment and grade as required by the Engineer-in-charge. (o) 450mm i/d of pipes, valves and specials.

NS/Cutting C.I. Double flanged pipe for making connections from existing pipe to new pipe line. 450mm i/d of pipe.

NS/Jointing C.I. Double flanged pipe for making connections from existing pipe to new pipe line. 450mm i/d of pipe.

28.24/Providing and fixing 400mm i/d Tail piece

NS/Supplaying and fixing C.I. D-joint. 450mm i/d of pipe.

NS/Existing 450mm i/d CI pipe and specials will be sent to store with carriage, loading, unloading and stacking etc.