Restoration of damaged brick lining and filling Ghara and applying laying of sand earth bags on side slope of bank between RD 61100 to 71084 mtr of Kandi Canal Stage II

Amount

LINING Dressing side slopes and preparation of sub grade for lining.

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/carraige from 0 upto 450m

Disposal/carraige for additional Km upto 4.714Km

Brick lining 7.5cm thick in 1:3 cement sand mortar over 12.5 mm thick base plaster 1:5 over dressed sub-grade including laying, trenching and jointing of low density polyethylene. On Side Slopes

Laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1:3

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/ carraige additional beyond 450m upto 1Km

Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings.

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.

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

Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 m c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

PLASTERING & POINTING 12.5 mm thick cement plaster 1:3

CONCRETE Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means

STEEL AND IRON WORK Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span

LED based SPV Street light system 12 watt 75 SPV Module 12.8V Lithium Ferro Phosphate battery >2000 cycles, 6 mtr. hot dipped GI 6.00 pole,76.1 mm od,3.6 mm thick @ zinc coated

M/S R.D. CO-OP. L&C SOCIETY