Remodelling/Relining of Phull Disty Slice RD 117785-126100 of Phull Disty.

Amount

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge exceeding 1.5 cum/sec but upto 4.5 cum/sec. (26.24 b)

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.(6.19)

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 m 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 3 km lead with hydraulic tractor trolley.

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)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 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 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.(19.12)

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15 with 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 trapezoidal section and cup section of all radii)) (19.40)

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)

Centering & Shuttering for faces of walls, partitions, retaining walls, & the like (vertical or batening including attached pillasters butresses etc when curved).(9.1)

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

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) Laying 250 mm wide LDPE film of 150 micron over sleepers for construction & expansion joints, complete in all respect.

RCC M-20 mechanically batch mixed using batch type concrete mixer in foundation & plinth.

Earth work involved in dismantling open flume, APM or OSM type outlets (including excavation, refilling, consolidation and dressing) withH more then 0.5 m but upto 0.9 m.

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m

Cement Concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type.

Reinforced cement concrete M-20 mechanicallt mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976.(20.15 iii) (0.20 ft = 6.1 cm min wt 65 kg)

Cement Concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. (10.12 a ii)

Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. (10.13 a ii)

Laying Ist class burnt brick work laid in 1:4 with Cement sand mortar in foundation and plinth.@(as per CSR item no 11.7)

Dismentling brick work,tile masonry or tile lining in cement

AMANDEEP SINGH CONTRACTOR (BID ID -608075)