Construction of escape regulator cum V.R.Bridge at Sirhind Canal RD 145700/R outfalling at RD 5400 of Neelon Drain to supply 200 cusecs fresh water to budha naalah.

Amount

Excavation of soil using hydraulic excavator and hydraulic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and leads with disposal/carriage upto 450 m

Rehandling of earth work

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 all lines, grades and cross sections, including all lifts and leads upto 30m.

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5m depth

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing depth exceeding 1.5 m but upto 3.0 m.

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing depth exceeding 3.0 m but upto 4.5 m.

Plain cement concrete M-10 (1:3:6) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Reinforced Cement Concrete M-25 with Batching Plant, Transit Mixer and Concrete Pump in Open Foundation complete as per Drawing and Technical Specifications

Reinforced Cement Concrete M-25 with Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per Drawing and Technical Specifications (height upto 5m)

Furnishing and Placing Reinforced cement concrete RCC Grade M25 using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specifications for Solid slab super structure including centering and shuttering (height upto 5m)

Reinforced Cement Concrete M-20 with Batching Plant, Transit Mixer and Concrete Pump in Open Foundation complete as per Drawing and Technical Specifications

Reinforced Cement Concrete M-20 with Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per Drawing and Technical Specifications (height upto 5m)

Plain cement concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.

Plain cement concrete M-20 in Open Foundation complete as per Drawing and Technical Specifications.

Furnishing and Placing Reinforced cement concrete RCC Grade M30 using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specifications for Solid slab super structure including centering and shuttering (height upto 5m)

Furnishing and Placing Reinforced cement concrete RCC Grade M40 using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specifications for Solid slab super structure including centering and shuttering (height upto 5m)

Plain cement concrete M-15 in Sub Structure complete as per Drawing and Technical Specifications.

Cold twisted deformed (Ribbed/Tor Steel Bar) (ISP) Bars Fe500 grade as per IS 1786-1985, for R.C.C. works, where not including in the complete rate of R.C.C. including bending and placing in position complete in all respect.

Making bore and installation of pumping set for dewatering arrangements complete in all respect.

Providing, Running and maintenance of pumping set 8 H.P./Generator Set for dewatering arrangements complete in all respect.

Making dewatering arrangement by pumping set 4"x4" (Tractor driven)

Filling cement bags with sand sewing and laying in position within 30ms in water including cost of E.C. bags & strings

Providing and fixing 150mm wide PVC water stop seal at construction/expansion joints complete in all respect.

Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications.

Back filling with Sandy material behind abutment, wing wall and return wall complete as per drawing and Technical Specifications.

Filling stones into crates and hand packing i/c supply of boulder stones as per P.W.D. specifications (weight of boulder stone 18 to 40 kg should not be less than 90% and weight of boulder stones 3.6 to 18 kg should not exceed 10%) including loading and unloading and stacking complete in all respect

Weaving wire netting for wire crates including supply of M.S. Annealed wire 4mm dia confirming to I.S. specification with latest amendment if any binding sides and partitions to make crates of 15cmx15cm mesh size complete in all respect

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position for Flats complete in all respect.

Providing and fixing Stainless steel nut and bolts of all sizes & length required

20mm thick cement plaster 1:2 in two coat work

Drilling/boring hole of any size including rimming complete in all respects and to entire satisfaction of engineer-in-charge

Providing GI Plate of any size (including carriage if any) and desired shape complete in all respect as per approved drawing and to entire satisfaction of engineer-in-charge

Suppling and laying of GI Pipe Hollow/Pipe of any size

Providing and laying Tar Felt Paper for Joint

Providing weep holes in Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications.

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro-hydraulic compaction machine and of approved size and design/shape laid in Ordinary grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per directions of Engineer-in-charge for Non traffic Areas and streets having width less than 3.05 m (Also not to be used over footpaths)

Drainage Spouts complete as per drawing no. SD/205 and Technical Specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges).

Construction of precast RCC Railing of M30 Grade Concrete,aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specifications.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

Cautionary sign board 600x600x600mm triangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 49656-09 and as per IRC 67-2012 fixed over 3 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3 mm angle iron supported on a square hollow steel section post 60x60x3.2 mm confirming to IS 4923 without cost of definition plate 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 refrlective sheeting & a certified copy of test reports from an independent test laboratory confirming 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.

Direction/Diversion Plate 900x300mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 4956-09 and as per IRC 67-2012 specifications fixed over 4 mm 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 mm c/c to back support frame fixed in position 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 refrlective sheeting & a certified copy of test reports from an independent test laboratory confirming 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.

Providing and Fitting Mechanical Gating System (Embedment, Gate Leaf, Column, Deck & Stairs etc.) including supplying of all material, fixing on site, painting, commissioning and testing of gates complete in all respect as per approved drawing and PWD & IS Code specifications and to entire satisfaction of engineer-in-charge.

SUKHMANDER SINGH CONTRACTOR

MANMOHAN SINGH CONTRACTOR

M/S PUSHPINDER SINGH SIDHU CONTRACTOR

HARMANPAL SINGH