Construction of head regulator and link channel of Sidhewala Minor, renovation of fall structure at RD 2.550 and 4.500 of Pugal Branch from RD 0.000 to 17.900 Tehsil Pugal and Khajuwala District Bikaner (Package 57)

Amount

Jungle clearance, including Cutting, bushes, Shrubs and plants etc for original earthwork.

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

Silt clearance/ Removal of blown sand/ berm unloading undressed with combined lead up to 50m for lined canal section for FSD more than 2m (Silt Depth Taken 2 feet)

Extra for slush or daldal that which will support man's weight 1/3 qty. of silt clearance.

Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: kassi work undressed

Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: 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 /2 km katcha

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

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.

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 M15 Grade Double PCC Block (30x15x5 Cms.) Lining consisting of ; (i) 5 cm. thick blocks laid in 1:5 Cement Mortar Over 10mm thick cement mortar 1:5 on subgrade (ii) 16mm sandwitch plaster in CM 1:3 over first layer of blocks (iii) second layer of 5 cm. thick block laid in CM 1:3 with 6mm thick CM 1:3 over sandwitch plaster including curing upto completion of lining section as per design & specifications. On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days. (Double PCC BLOCK lining in the top of existing lining)

Filling of open joints of STL and DTL in C.M 1:3

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

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.

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) (Dowel Foundation)

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 nominal size

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.

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

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) R-10/10.10 (iii)

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

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)

Structural Cement Concrete (cast in situ/ precast /PSC)upto a height of 5m for reinforced concrete (Design mix) in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH specification 1500 & 1700

Providing and fixing mild steel railing, galvanised or painted, complete as per drawing and technical specification as per MoRTH specification : 1900 & 2703

Providing and laying structural Cement Concrete (design mix) for plain/reinforced concrete in substructure as per drawing and technical specification as per MoRTH specification : 1500, 1700, 2100 including formwork at any level.

Steel reinforcement in substruture complete as per MoRTH Specification : Section 1600

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 unserviceabl material, and stacking serviceable material within a lead of 1000m. (MoRTH Specification clause 202) Cement Concrete grade M-15 & M-20 (By manual means)

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

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 unserviceabl material, and stacking serviceable material within a lead of 1000m. (MoRTH Specification clause 202) In Cement Mortar

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 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

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)

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,General and Miscellaneous Works 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 the opening size is greater than 1 Sqm but upto 3 sqm (Drawing and design shall also be supplied by supplier, for gates having size more than 1.00 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

CHAMUNDA EARTH MOVERS