Estimate of construction of new ponds and providing canal water to various ponds under Kandi Canal Stage-I and Ground Water Division Hoshiarpur Village Phambra and Daulatpur Gillan

Amount

Jungle clearance.

Excavation in Soil (any type) using Hydraulic Excavator CK90 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 new work or remoulding 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 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC M25 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 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.(CSR 28.13) (xxviii) 160mm o/d UPVC pipe of 2.5Kgf. / 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 & 38 Kg weight (+10) 70 Micron Zinc coated

Providing & fixingC.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). Class PN-1 as per ISI

150 mm i/d sluice valve flanged

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 centering and shuttering in foundation and plinth.

Earthwork 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 15cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres

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 138mm 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.

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

10mm thick Cement Plaster 1:4

10mm thick cement plaster 1 : 4 on floors.

Supply and fixing of mechanical flow meter 160 mm dia with fitting assembly complete in all respect as per design and PWD specifications and instructions of Engineer in charge.

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