Manufacturing and erection of gate of Head cum X-Regularor of APS at RD 137.000, Construction of VRB/DRB of Anoopgarh dy from RD 0.000 to RD 98.60 tail, Rehabilitation/modernization of Karnisar mr. 0 to 24.30 (tail) etc. (Package 345)

Amount

Cutting and burning cactus and thorny bushes and sarkanda.

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

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

Earth work excavation in ordinary soil for distributaries and minors having discharge less then 10 cumecs : Earthwork undressed with combined lead upto 50m.

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 earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density.

Dressing of earthwork

Carriage of earth for lead 1 km kachcha

Earthwork excavation for lip cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m. kassi work including rehandling with dreassing of earthwork.

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

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

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

Dismantling of lining & disposing of material with in 1/2 km lead, Single Tile Lining.

Providing and laying M15 grade Single PCC block (30x15x5 cms.) lining consisting of (i) 12 mm thick plaster in CM (1:6) on subgrade. (ii) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above (iii) 50 mm thick blocks in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section as per design and specification. In Bed including dressing of bed, pummping charges of water to lining heading fom source and curing upto 28 days.

Providing and laying M15 grade Single PCC block (30x15x5 cms.) lining consisting of (i) 12 mm thick plaster in CM (1:6) on subgrade. (ii) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above (iii) 50 mm thick blocks in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section as per design and specification. In Side Slope including dressing of sides, scafolding & template allowance, pummping charges of water to lining heading fom 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 centring and shuttring in cc M15, 1:2:4 ( 1 cement : 2 coarse sand ; 4 graded stone aggregate ) 20mm niminal size

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.

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

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)

Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All work upto floor V level M-25 grade Design mix by using cement as per codal provision.

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). Add extra if worm gears are to be provided in the capston. Add Extra if the opening size is greater than 3 Sqm requiring heavy channels / girders.

Supply, Installation, Testing, Commissioning of Horizontal Foot Mounted IE2 type 6 Pole TEFC, S1 duty, IP-55, 415 Volts Squirrel cage Enclosure confirming to protection IP55 suitable for operation on 415 +/- 10%V, 3 Phase 50 HZ +/- 5% AC supply with ambient 50 C class F insulation with temperature rise limited to class B Induction Motors confirming to IS-325 & IS 12615 - 2011 with latest amendments. of the following rating

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 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

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

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)

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

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

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

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

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

Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including 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.

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

M/s KHARA CONTRACTORS