Estimate for the construction of New Outlet at Village Khanpur at RD 106700 of Kandi Canal

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 for

(ii) For Ordinary soil having gravel upto 40%

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.

(xxix) 200mm o/d pipe of 2.5 Kgf. / sqcm

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

((d)) 200mm i/d Sluice Valves flanged

Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete.

((d)) C.I Single air valve screwed (Size 50mm)

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

(a) Size 0.6 m. x 0.6 m.

(b) Size 0.9 m. x 0.9 m.

Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc.

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

12.5 mm thick cement plaster 1:2

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Supply & fixing UPVC LONG BENDS of different angle of 6kgf 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.

(1) UPVC LONG BENDS 200mm 90 degree

Providing & fixing ALPHA VALVE including carriage rehandling, loading, unloading, testing,etc. completeinall respectasperPWDspecification sor instructions of the engineer in charge.,

(2) ALPHA VALVE 200mm

Supply and fixing FLANGE TAIL END POINT of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge

(1) FLANGE TAIL END POINT 200mm

Supply & fixing of UPVC EQUAL-TEE of 6 kg/cm2 pressure conforming to IScodes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge

(1) EQUAL-TEE 200x200x200mm

Supply & fixing of SERVICE SADDLE M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge

(1) SERVICE SADDLE M.S.200X50mm

Cement concrete 1:2:4

(a) With stone ballast or shingle

(ii) mixing by mechanical means using concrete mixer volumetric type