Estimate for the Construction of Pond RD 19700 mtr and 12800 mtr and providing Canal Water to Pond under Kandi Canal Stage 1Division Hoshiarpur at village Badla and Siprian

Amount

Jungle clearance.

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.

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. Earthwork upto 1.5 m Depth for All classes of soil except rocky.

Dressing of earth work (i) New work or remodeling work.

Dressing side slopes and preparation of sub grade for lining.

Stone or Kankar block pitching:- On slopes of guide bandh and protection works.

Grouting stone filling or pitching:- with mortar

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

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (D) PCC Grade M25 ((ii)) With Batching Plant,Transit Mixer and Concrete Pump.

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

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure 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 gradient, cutting, jointing and testing complete as per specifications.

160mm o/d uPVC pipe of 2.5 Kgf. / sqcm.

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 & 38Kg weight (+10) 70 Micron Zinc coated.

1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications.

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 1:2:4 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator including steel reinforcement @60 kg per cum centring and shuttering in foundation and plinth.

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.

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.

Centering & Shuttering for foundation & plinth.

10mm thick Cement Plaster 1:4

10mm thick Cement Plaster 1:4 on floors.

Supply & installation of Flow meter (160 mm dia) Mechanical type complete in all respect.

Supply & installation of Flow meter (180 mm dia) Mechanical type complete in all respect.

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 (c) 150mm/160mm i/d Sluice Valves flanged

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 (c) 180mm/200mm i/d Sluice Valves flanged

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure 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 gradient, cutting, jointing and testing complete as per specifications.

180mm o/d uPVC pipe of 2.5 Kgf. / sqcm.(Committee rate)

Agriculture Farm and Solution (BID ID -625014)