CONSTRUCTION OF NEW PONDS AND PROVIDING CANAL WATER TO VARIOUS PONDS UNDER KANDI CANAL-3 DIVISION HOSHIARPUR AT VILLAGE KANGAR, JIAN AND CHAGRAN

Amount

Jungle clearance.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleteriousmatter, dressing of sides and bottom and backfilling with excavated surplus soil.

Dressing bed and preparation of sub grade for lining.

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 mixing by mechanical means using concrete mixer volumetric type.

Reinforced cement concrete M-25mechanically 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.

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

1.8 meter high GI barbed wire fancing with 2.4 mtr angle iron posts 50 x 50x 6 place every 3mtr center tto center 0.6 mtr below ground level every 15th post, end post, corner post suitably structted and provided with 12 horizental lines and two diagonals inter woven with horrizental wires fixed with GL stapples turn buckles etc. including foundation concrete 1:2:4 of size 0.30 x 0.75 mtr for each post complete as per technical clause 808 of morT&H specification.

COMPACTION Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Extra for rolling to specifications.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing.

Brick Lining 7.5 cm thick in 1:3 cement sand mortar overde including 12.5 mm thick base plaster 1:5 over dressed sub grade including laying, trenches and jointing of low density polyethlene on side slopes.

Laying brick on edge coping 550mm wide and 115mm thick in cement sand mortar.

Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts,screws, welding rod complete fixing in position.

Welding by gas or by electric plant, including carriage to and from workshop etc.

Providing and laying, jointing, fixing, testing ISI Marked 20mm i/d G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.

Providing of Alfa valve of 300 mm dia complete Including all tax and charges

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. FOR 300mm R.C.C. Pipe NP -3

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lineswith 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.Exceeding 3.00 m depth upto 4.5 m Depth for 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 dippedGI Pole 76.1 mm OD,3.6MM THICK&38Kgweight (+10) 70 Micron Zinc coated

Supply And Fixing of Mechanical Flow Meter 300 mm dia with fitting Assembly complete in all respect as per design and PWD specification and instruction of engineer in charge.

Any Other Item (CSR + SP)

Naresh Kumar Govt. Contractor (BID ID -609209)

HARNEK SINGH CONTRACTOR (BID ID -609283)