Renovation and Modernization of Bandliwala disty from RD 0 to 39.884 and RD 39.884 to 60.000, Kundal distributary KLD 0.0 to 27.000, Parihara minor 0.0 to tail, Kaluwala minor from RD 4.750 to 10, Bhaguwala minor 0.0 to tail, Alladin minor 0.0 to tai

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 at every 500 feet interval.

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

Earthwork Excavation for lip cutting in ordinary soil for disty. & minors having vertical height above 0.75 meter. Kassi work including rehandling with dressing of earthwork. (With Extra 2 intial leads)

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m., 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

Earth work excavation in ordinary soil for Disty and minor having discharge less then 10 Cumecs ; Earthwork undressed with combined lead upto 50 m

Extra on earthwork for laying in 15 to 25 cms 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 Km lead katcha

Carrige of GOOD Earth with 1/2 Km lead katcha

Dressing of earthwork.

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.

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 & Laying 7.50 Cms. thick cement concrete lining, cast in situ M15 grade (minimum cement content 322 Kg/cum of concrete) (1 cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel side, finishing, etc. as per specifications complete in all respect including cost of primer. In Side Slopes, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver.

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

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

Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm 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) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. In bed includingdressing of bed, pummping charges of water to lining heading from source and curring upto 28 days

Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm 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) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. 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).

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

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.

Structural steel work in single section fixed with or without connecting plate including cutting, hoisting (height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.

Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200For height upto 5 mR.C.C. grade M 25 ref.

Providing fitting and fixing mild steel railing complete as per drawing and MoRTH specifications Clause 2703.2 ref

Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C M 25

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. BY Manual Means. Cement concrete.

Provinding and laying cement pointing (flush or ruled for cannal dowel in cement mortar (1:3) on new brick work with bikaner bajri complete in all respect

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

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20. Nominal mix 1:2:4 (Hand mixed).

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 1:4 cement mortar

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

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200

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

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.

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. B1/1.6

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).

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.

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

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

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

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 .

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.

dayanand contractor