Project Estimate For Remodeling/Relining of Chottian Minor RD 27850-43500/Tail and Sanwal Sub Mr. RD 0-8600/Tail by free flow pipeline off taking at RD 26500/R of Phul Dsity.

Excavation in Soil 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.(6.19)

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 Km including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.(19.38 a)

Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley.(19.38 b) (Pakka).

Extra rate for carriage of earth/soil per km along katcha bank of canal beyond 1st km but upto 3 km lead with hydraulic tractor trolley. (Katcha)

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.(24.5 c (i))

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 c (ii))

Extra for rolling to specifications.(24.5 c (iii))

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.(19.19 a)

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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.(6.6)

Putting (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.(19.12)

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (for vertical height upto 2.0 m) (19.36 a)

Cement concrete M-15 laid manually for coping & sleepers with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixers with an average lead of 1 KM (For Trapezoidal section and Cup section of all Radii) (19.4)

Shuttering for faces of concrete foundation and foundation beam & plinth beam (Vertical or battering).

Filling Contraction Joint with sealing compound complete in all respect.(19.16)

Filling expansion joints with special impervious hot pour 12.5mm wide.(19.16)

Extra bitumen painting at 0.69 Kg. per sqm.(13.54)

(M-73) PROVIDING & LAYING LDPE FILM 150 MICRON OVER SLEEPERS

First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement .

10 mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding.

10 mm thick cement plaster 1:4 on bed and top.

Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement

Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle

Cement concrete 1:4:8 with brick ballast 40mm gauge

Providing RCC pipes 700 mm NP2 including 18% GST and 5% wastage

Providing RCC pipes 1000 mm NP2 including 18% GST and 5% wastage

Lowering, jointing of RCC NP-2 plain end pipes 700 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.

Lowering, jointing of RCC NP-2 plain end pipes 1000 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.

Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank

Providing & fixing M.S. foot rests made of 23 x 25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4

Centreing &shuttering for Concerte faces

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge exceeding 1.5 cum/sec but upto 4.5 cum/s

Providing and fixing Distance marks.

Providing and fixing Outlets (Petrolling side).

Providing and fixing Outlets (Non-Petrolling side).

Dismantling brick work, tile masonry or tile lining (in cement mortar).

Racking and cleaning of joints on side slopes of brick lined channel. (CSR item No. 19.29)

Lifting of RCC Slab (Lumsum)

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. (CSR Item No. 22.13)

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DEPARTMENT OF WATER RESOURCES

Name and Address of Contractor / L&C Society

Contact No.

Landline No.

Mobile No.

Name and Address of Banker

Income Tax Return for any one of the last three years

Approximate value of work in hand

Bank solvency certificate

Certificate of "……." Class/Society registeredwith irrigation Deptt.

DEPARTMENT OF WATER RESOURCES

Name of the Contractor / L&C Society

Name of the Work

Please fill information about the each relevant work completed during the last Three years for works Costing more than Rs._________________

Name of Employer