Estimate for Concrete Lining and Channelization of Gulpur Escape from RD 9000 to 20000

Amount

Excavationin Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimmingbottomand side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Dressing of earth work New workor remodeling work.

Earth work in excavation infoundation strenches 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 fromthe edge of excavation and subsequent filling around masonryin15cm, layerswith compaction includingdisposal of all surplussoil asdirected within lead of 30 metres.

Dressing of dowels along water carrying channel in addition to payment for dressed earth work

Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type

Extra bitumen painting at 0.69 Kg. per sqm

Dressing side slopes and preparation of sub grade for lining.

Putting 1:3 (Cement :water) cementslurry with cement @2.25 kg per sqm on preparedbed and side slopes before laying concrete on bed and side slopes

Filling contraction joints with special impervious hot pour complete in all respect as per drawings, designs, specifications and instructions of Engineer in charge

Earth work for lip cutting for liningof irrigation channels inclusive of all allowances, lead and dressing : a) 0 to 1.5 m depth

b) depth exceeding 1.5 ms but upto 3.0 ms.

Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A) PCC Grade M15

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump

Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technica Specifications .RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump

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 deleterious matter,dressingof sides and bottom and back filling with excavated surplus soil. In Ordinary soil Mechanical Means a) Depth upto 3 m

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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

Plain/Reinforced cement concrete in sub -structure complete as per drawing and Technical Specifications RCC Grade M20 Height upto 5 m With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump

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

Painting on concrete surface: 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 of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS:280& IS:4826 in100 mm x 100 mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laidwith stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates

Extra for laying earth/fly as has per specification sin 20 cm. Layers anddressing but excluding cost o rolling.)Extra for laying earth/fly as has per specification sin 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.

Ordinaryjungleclearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road : Discharge exceeding 4.5 cum/s.

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concreteM- 15with cement content 325 kg/ cummixedin an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTIONAND CUPSECTIONOFALLRADII). Completeinall respectasper drawings,designs, specifications and instructions of Engineer- in-charge

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

Supplying, fitting and placing HYSD bar reinfor cement in sub-structure complete as per drawing and Technical Specifications.

Dag belling for single kassi storoke minimum 7.5 cm depth complete inall respect as per drawing, design , specification & instructions from engineer in charge

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC (TOE Wall) Grade M15

Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification RCC/PSC Grade M-40Using Batching Plant,Transit Mixer and Concrete Pump For Solid slab super-structureincluding centering and shuttering Height up to 5m

filling expansion joint withhot imperviouspour for joint size approx 550 depth 20 mm wide

Dressing side slopes and preparation of subgrade for lining(for pucca structures

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

Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means

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

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 complet

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

Providing and fixing distance marks

Providing and fixing boundary pillar

The Bhangwan Coop LC Society Ltd (BID ID -637979)