Renovation and Modernization of Kundal Dy RD 27 to 43.5890(T), Arjunsingh Mr. 0 to 5.4(Tail) , Bandliwala Mr. 0 to 6(T), Pabni Mr 0 to 6.675(T), Sisada 1st 0 to 13.264(T), Sisada 2nd 0 to 10.8(T), Bariyawala Mr. 0 to 13.05(T) etc. (Package 314)

Amount

Construction of bench mark muttom of size 30X30X75cm in cement concrete (1:3:6) with 750mm long size 25X25X4mm MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lifts complete .

Jungle Clearance ordinary, including cutting bushes, shrubs and plants etc. for original Earthwork.

Earthwork Excavation for lip cutting in ordinary soil for disty. And minors having vertical height above 0.75 meter. Kassi work including rehandling with dressing of earthwork. (With Extra two intial leads)

Earthwork Excavation for lip cutting in ordinary soil for disty. And minors having vertical height upto 0.75 meter. Kassi work including rehandling with dressing of earthwork.

Earth work excavation in ordinary soil for Disty and minor having discharge less then 10 Cumecs ; Kassi work undressed

Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site)

Ramming by earthwork in layers by wooden or iron rammers as per specifications to attain a density 90% of maximum dry density

Carrige of good Earth with 1/2 Km lead katcha

Dressing of earthwork.

Dismantling of lining & Disposing of the material with in 1/2 Km Lead.Double Tile Lining

Providing and laying M-15 Single PCC block (30X15X5)cm lining consisting of :- (i) 12 mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above (iii) 50mm thick blocks in CM (1:3) cement mortar with 6mm thick CM layer Including curing upto completion of lining section as per design & specification. In bed includingdressing of bed, pummping charges of water to lining heading from source and curring upto 28 days

Providing and laying M-15 Single PCC block (30X15X5)cm lining consisting of :- (i) 12 mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above (iii) 50mm thick blocks in CM (1:3) cement mortar with 6mm thick CM layer Including curing upto completion of lining section as per design & specification. On side slope including dressing of sides, scafolding & template allowance, Pumping chrges of water to lining heading from source and curing upto 28 days

Providing & Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Providing & Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Dressing of dowel in addition to payment for dressed earth work if top width of dowel is less than 1.0m

kilometer stone Reinforced Cement Concrete M15 Grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. 200m stone (precast){For RD stone}

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing and specifications. 800mmx600mm rectangular

Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : All kinds of soil.

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix (1:2.5:5)

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104 Brick masonry in 1:3 cement mortar.

Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per MoRTH specifications Clauses 1312.4.

Supplyand fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering ,shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block.

Dismantling of existing like culverts, bridges, retaining walls and other structures comprising of brick masonary, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per MoRTH Sdpecification Clause 202

Recovery of bricks/tiles bats of clinkers at site (350 nos. Brick bats @ Rs 1500 per 1000 nos)

Temporary compensation for the land with crop i.e. for six month period. For un-command area.

Temporary compensation for the vacant land during one crop period (for six months) For un-command area.

Earth work excavation in ordinary soil for distributaries and minors having discharge less then10 cumecs : .Earthwork undressed with combined lead upto 50m

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick

U-PVC pipes(working pressure 4 kg /cm^2) Single socked pipe 110mm dia

SUKHMANDER SINGH CONTRACTOR