Rehabilitation, Renovation and Modernizarion of Verka Minor from RD 0 to 16450 tail

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.For Discharge upto 1.5 cum/s .

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 lines, grades and cross sections, including all lifts and combined lead upto 30m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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 and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. Complete in all respect as per drawings,designs, specifications and instructions 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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge. Disposal/carriage for every additional 0 Km upto 450 m

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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge. Disposal/carriage for every additional 450 m upto 1 km

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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge with an average disposal/carriage lead of 5 km

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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Dressing side slope and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. For 0 to 1.5 m depth.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Cement concrete lining 75 mm Thick or Less laid manually in sleepers and safety ladder for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km

Dismantalling Brick work ,Tile masonary or tile lining in cement Complete in all respects as per drawing , design , specification and instruction of engineer incharge

Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Providing laying and fixing of distance marks including transportation complete in all respects as per drawing ,designs, specifications and instructions of Engineer- in-charge.

Providing laying and fixing of Boundary pillar including transportation complete in all respects as per drawing ,designs, specifications and instructions of Engineer- in-charge.

Laying plain Cement Concrete ( M 15) in Open Foundation by using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead complete as per Drawing and Technical Specifications. ( using ordinary Portland Cement)

First class burnt brick work laid in Cement sand mortra 1:4 in foundation and plinth compltet in all respects as per drawing ,designs, specifications and instructions of Engineer- in-charge.

Dismantling concrete Reinforced Cement concrete plain

Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around : a

Back filling behind abutment, wing wall andreturn wall complete as perdrawing and TechnicalSpecification. Sandy material.

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.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with computerised batchmixing.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Grade M25 with computerised batchmixing.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Grade M25

Furnishing and Placing Reinforced/Prestressed cement concretein/sub-structure superstructureas per drawing and Technical Specification. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure including vibrator (M-30)

Furnishing and Placing Reinforced/Prestressed cement concretein/sub-structure superstructureas per drawing and Technical Specification. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure including vibrator (M-40)

Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.

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

Providing, Laying , fixing & jointing of 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.160mm o/d PVC pipe of 4 Kgf. / sqcm

Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Granular Sub-Base: Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications

Water Bound Macadam Grading I (without screening for low volume Loads/undersigned :Providing, laying, spreading and compacting stone Aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

Water Bound Macadam Grading I : Providing, laying, spreading and Compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth heeled roller 8-10 tonnes in stages to proper Grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical pecifications

SURFACE DRESSING :Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications

Tack Coat @ 0.40kg per sqm (b) Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous Surface/granular surface treated with prime coat after cleaning the surface complete as per technical Specifications

Bituminous Macadam : Providing and laying bituminous macadam 50mm to 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications

Dense Graded Bituminous Macadam 80mm to 100mm thickness (Grading I):Providing and laying dense graded bituminous macadam 80mm to 100mm thick with Continuous type hot mix plant using crushed Aggregates of specified grading, premixed with bituminous binder VG-30 @ 4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications

SEAL COAT TYPE B SAND SEAL Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using Specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications

Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Plain/RCC in Open Foundation for M20 Grade in Open foundation complete in all respect as per drawings, design specifications and instructionsof Engineer-in charge

Earth work involved in dismantling Open flume,A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing) with 'H' upto 0.5m

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e., concrete R.C. slab and cement masonary.with 'H' upto 0.5m

Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outletswith 'H' upto 0.5m

Providing APM cast iron Block complete in all respects including suplly of pig iron, casting and pattern making, as per ISI Specifications No.7986-1976 (for B= 0.4')

Adjusting A.P.M. to the correct 'Y' and fixing in position

Cement concrete 1:4:8 with brick ballast, hand mixed including supply, carriage, loading and unloading of all material at site complete in all respect

First class burnt work laid in cement sand mortar 1:4 in Foundation and plinth, including supply, carriage, loading, unloading of all materials at site complete in all respect

Extra labour for dressing bricks on O.F. and APM outlets with ‘H’ upto 0.5 m

Reinforced cement concrete M-20 Mechanically batch mixed using batch type concrete mixer as per I.S.1791 and vibrated by needle vibrated but excluding steel reinforcement centering & shuttering in foundation and plinth, complete in all respect

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Any other Item

M/s Khara Contractors