Renovation and modernization of Phoganwala Disty RD 0-78.15, Gopalsar Minor RD 0-15.350, Govinda minor RD 0-9, Dungiawali sub minor RD 0-9.250, Rajana minor ditch channel RD 335.2-337 with new Head Regulator, Sukchainpura mr RD 0-9 etc.(Package 67)

Amount

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

Cutting and burning cactus and thorny bushes and sarkanda.

Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4 mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lift complete.

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Lime /Cement Concrete. By Manual Means. Lime Concrete, cement concrete grade M-10 and below.

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Dismantling Brick / Tile work. In cement mortar.

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.

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]Prestressed / Reinforced cement concrete grade M-20 & above

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Lime /Cement Concrete By Mechanical Means for Cement Concrete Grade M-15 & M-20

Earth work excavation in ordinary soil for distributies and minors having discharge less than 10 cumecs; Kassi work undressed.

Carrige of good earth for 1 Km lead (kachha)

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

Earth work excavation in ordinary soil for distributies and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m.

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

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height above 0.75 m., kassi work including rehandling with dressing of earthwork. (With extra two initial lead water

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

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 including dressing of bed, Pumping chrges of water to lining heading from source and curing 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

Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork) In ordinary soil like sandy loam, soft clay etc.

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)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M25. Height upto 5m. Using concrete Mixer.

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar1:4 (1cement :4 sand)

Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Concrete Mixer For solid slab super-structure, Height upto 5m

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

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.

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

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix

Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course.

Supply and fixing of sluice/ regulator gates using MS plates , channels , tees, angles, girders of given size and design having suitable brass / gun metal lining , rubber seals etc and desired rod length , capston head , clamps keys, wire ropes , ladders , supports , etc complete ( excluding civil works) including painting with red oxide paint & delivery at site ( size upto 1 sqm).

Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :700 mm dia Internal

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

Providing, Laying and spreading of HDPE geomembrane confirming to IS specifications, on sub grade including jointing and cost of jointing material. HDPE 300 Micron

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 Bed, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver.

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 slope, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver.

Supplying informatory reflective sign boards make of 2mm thick M.S.sheet, stove enameled paint as per IRC-67-1977 fixed on Angle Iron of size 65 x 65 x 6 mm of 3 meter long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 60 x 45 cm with size of square 30 cm.

Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. GUIDE STONE (for RD Stone)( size 20 x15x120 cm)

Recovery of Bricks/ Tile Bats.

M/S ASHOK KUMAR CONTRACTOR