EstimateforConstructionof new Ponds and Providing Canal Water to Various Ponds under Kandi Canal 1 and Ground Water Division, WRD,Punjab,Hoshiarpurat VillageBallagan, SaanChak, Hardo Naknama and Chang Bosoa

Amount

Dressing bed new work.

Dressing side slopes and preparation of sub grade for lining.

Stone or Kankar block pitching:- ((b)) On slopes of guide bandh and protection works

Grouting stone filling or pitching:- ((b)) With mortar.

Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

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). (A) Class PN-1 as per ISI (d) 200mm i/d Sluice Valves flanged

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 (i) All classes of soil except rocky

LED Based SPV Street Lightening Systems 12 watt,75 SPV Module,12. 8V-30Ah, Lithium Ferro Phosphate Battery(>2000 cycles) 5Mtr Hot dipped GI Pole 76.1 mm OD,3.6MM THICK&38Kgweight (+10) 70 Micron Zinc coated

10mm thick Cement Plaster 1:4

10mm thick cement plaster 1 : 4 on floors.

Providing ,Laying, fixing & jointing of uP.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. 225mm o/d uPVCpipeof 2.5Kgf. / sqcm

Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator including steel reinforcement @ 60kg per cum centring and shuttering in foundation and plinth.

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

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.

Centering & shuttering for foundation & plinth.

Foot Rest for Manhole. (1) 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 anchoring projections 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.

Jungle Clearance

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth

Supply & Installation of Flow Meter (200 mm dia) Mechanical Type complete in all respect

RAJIV KUMAR GOVT CONTRACTOR (BID ID -615553)