Project Estimate for Remodeling/Relining of Phool Disty RD 57500 - 63000 off taking at RD 276425/L of Bathinda Branch by concrete lining M-15 concrete mix, mixed in automatic batching and mixing plant, carried to site of work in transit mixers of, la

Amount

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

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)

Extra rate for carriage of earth/soil per km along katcha bank of canal beyond 1st km but upto 5.61 km lead with hydraulic tractor trolley. (1st 1.00 km katcha, then 3.20 km pacca & last 1.41 km katcha along the canal)

Extra for Ordinary earth/Ordinary clay taken from any source (a) for Compensation for ordinary earth/ordinary clay

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))

Dressing of Earthwork (new work or remodelling) (6.3 i)

Extra for dressing of dowel

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

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

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)

Dressing of Side Slopes and prepration of sub grade for lining.(19.2)

Dressing of Bed and prepration of sub grade for lining.(19.1)

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 10 cm thick or less with mechanical paver 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 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 mixers with an average lead of 1 KM (For Trapezoidal section and Cup section of all Radii) (19.4)

Centering & Shuttering for faces of walls, partitions, retaining walls, & the like (vertical or batening including attached pillasters butresses etc when curved).(9.3)

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

Providing and fixing Distance marks.

Providing and fixing Outlets (Motor side).

Providing and fixing Outlets (Non-Motor side).

BRIJ LAL GOVT CONTRACTOR

JAGPAL SINGH CONTRACTOR

GB GROUP

HARDEV SINGH AND CO.