Renovation and Modernization of Kanakpura Mr. 0 to 42.5(T), Takhatpura Mr. 0 to 34.5(T) (Package 323)

Amount

Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-Charge :1: 4: 8 or leaner mix.

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge :In cement mortar.

Earth work excavation in ordinary soil for distributaries and minors having discharge less then10 cumecs : Kassi work undressed.

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

Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site).

Ramming of earthwork in layers by wooden or iron rammers as per specifications to attain a density 90% of Maximum Dry Density.

Carriage of earth for lead 1/2 km kachcha

Dressing of earthwork.

Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre.

Earthwork in foundations trenches lift upto 1.5m stacking the excavated soil clear from the edge of excavcation and them returning the excavated soil in 15cm layers when required into sides of foundatiojns etc consolidatin each deposited layer by ramming and watering and then disposing of all surplus soil as dircted within a lead of 30m in ordinary soil like andy loam or soft clay etc. (For Dowel)

Bricks/ Tile 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 Uncommand Area

Temporary compensation for the vacant land during one crop period (for six months).for For Uncommand Area

Rubbing and clearing the surface of existing Brick/tile lining to be used as subgrade both in bed and side slopes by means of wire brushes, water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.

Providing and laying M15 grade Single PCC block (30x15x5cm) lining consisting of (i) 12 mm thick plaster in CM (1:6) on sub grade (ii) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above (iii) 50 mm thick PCC blocks in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section as per design and specification. On Side Slope including , scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.

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

Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads and lifts complete.

Semi Reflective Traffic Signs, Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm 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 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 800mm x 600mm rectangular.

Kilometre Stone Reinforced cement concrete M15 grade kilometre 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 801,200 m stone (precast)

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge :In cement mortar.

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 1500

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.

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)

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704

Providing and laying parapet with PCC M 15 as per drawing & MoRTH specifications Clauses 1700 & 2300 Nominal mix (1:2.5:5)

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302.

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

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.

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

Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable transporation 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.

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

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work upto plinth level.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work upto plinth level.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

M/S Shree Karni traders