CONSTRUCTION OF VRB RD 34580, RD 35800 and CONSTRUCTION OF LINING BETWEEN RD 34200 TO 35000 AND REPAIR OF 2NO FALLS RD 34200 , RD 35000 OF NEELON DRAIN

Amount

Excavation in Soil (any type) using hydraulic excavator CK 90 Excavation with hydraulic excavator of 0.90cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 60m

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)

Plain cement concrete M-15 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)

Cold twisted deformed (Ribbed/Tor Steel Bar) 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.

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

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

Fillet welding with high strength steel rods complete in all repects and to entire satisfaction of engineer-in-charge

Bolts and nuts of all sizes and lengths required

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

Drilling/boring hole including rimming complete in all respects 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.

Drainage Spouts complete with 0.6 meter long GI Pipe100 mm dia drainage GI light grade pipe (For Bridges) complete in all respects as per 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.

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)

Providing 12 volt L.E.D Solar Lights with 7mtr pole , Battery and all accesory and fixing with 1:2:4 concrete complete in all repects and to entire satisfaction of engineer-in-charge

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 1km

Earthwork for lip cutting for lining of irrigation channnels inclusive of all allowances, lead and dressing (upto 1.5 m depth).

Earthwork for lip cutting for lining of irrigation channnels inclusive of all alowances, lead and dressing (1.5 m to 3.0 m depth).

Earthwork for lip cutting for lining of irrigation channnels inclusive of all allowances, lead and dressing ( 3 m to 4.50 m depth).

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.

Providing and laying 250mm wide HDPE Film of 750 micron over sleepers

Extra bitumen painting at 0.69 kg per sqm on top of sleepers and side of lining.

Dressing bed and preperation of subgrade for lining.

Dressing side slopes and preperation of subgrade for lining.

Putting 1:3 Cement slurry with cement @2.25kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Cement concrete lining 75mm thick or less ;aid manually for irrigation channels, using cement concrete 1:2:4 (M-15) with cement concrete 325kg/cum mixed in automatic computerised Batching and Mixing Plant and transported to the site in the transit mixers with an average lead of 1km

Filling expansion joints with special impervious hot pour 12.5mm wide.

Extra allowance for form work in concrete lining in Side slopes

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Dressing of earthwork

Dismenting of Brick Masonry in C.S.M

Brick Masonry in 1:3 C.S.M. height upto 1.50m

Brick Masonry in 1:3 C.S.M. height above 1.50m

Cement Concrete 1:4:8 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type.

Cement pointing in 1;2 deep variety

Brick ballast

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 40kg 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 i/c 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

MANMOHAN SINGH CONTRACTOR

HARMANPAL SINGH