Renovation of Rawatsar Branch from 0.0 to tail at RD 11.58, Nirwal Mr RD 0 to 9.20 (T), Dasuwali Sub Mr. RD 0 to 5.25 (Tail), Dassuwali minor RD 0.0 to 23.43 (Tail) etc. (Package 341)

Amount

Earth work excavation in ordinary soil for Disty. And minors having discharge 10 cumecs and above ; Earthwork undressed combined lead upto 50 mtr.

Earth work excavation in ordinary soil for Disty. And minors having discharge less than 10 cumecs; Earthwork undressed combined lead upto 50 mtr.

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).

Compaction of earthwork by mechanically operated Vibro -compactor/any other mechanical means to attain a density 95% of maximum dry density.

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

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 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. (with extra two initial leads)

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.

earthwork in foundation trench lift upto 1.5 meter stacking the excavated soil clear from edge of excavation & then returing the excavated soil in 15 cm layer & required into side of foundation etc consolidating each deposit layer by ramming & watering and then disposal of surplus as dirercted lead of 30 meter( for dowel earthwork) In ordinary soil like sandy loam, soft clay etc.

Temporary compensation (1a) Temporary compensation far a vacant land during one crop period (for six months). (i) for command area

Temporary compensation (1b) Temporary compensation for the land with crop i.e. for six month period. (i) for Command area

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

Providing & laying M-15 grade Single PCC block (30x15x5) lining of channel 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 (30x15x5cm) in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section. In bed includingdressing of bed, pummping charges of water to lining heading from source and curring upto 28 days

Providing & laying M-15 grade Single PCC block (30x15x5) lining of channel 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 (30x15x5cm) in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section. 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 Double PCC block lining of channel consisting of (i) 5 cm thick tile (30x15x5 cm) laid in 1:5 cement mortar over 10 mm thick ce,ment mortar 1:5 on subgrade (ii) 16 mm thick sandwitch plaster in cement mortar 1:3 over first layer of tile (iii) second layer of 5 cm thick tile laid in cm (1:3) with 6 mm thick cm (1:3) over sandwitch plaster including curing upto completion of lining section part b on side slope including dresing of side scaffolding & template allowance , pumping charge of water to lining heading from source & curing upto 28 days

Silt Clearance/ Removal of blown sand/ Berm Unloading undressed with combined lead upto 50 m. for lined canal section.For FSD more than 2 m.ref wrd bsr 2021 ch 6 item 26 c

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 in Position cement concrete for canal dowel including, 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. )

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.

Supply of informatory reflective sign boards out of 2mm thick MS sheet, stove enamelled paint as per IRC-67 (Latest revision) fixed on angle iron of size 65X65X6mm of 3m long. 600 X 800mm with size of square of 400mm

S & F in position precast RCC stone (M-15 mix) of standard RCC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc complete (MoRTH specification clause : 800) GUIDE STONE

Supply and fixing of sluice / regulator gates using MS plates , channels , tees ,angles, girders, of given size and design having suitable brass / gun mettal lining , rubber seals etc and desired rod length , capston head ,clamps key, wire roaps , ladders ,supports etc. complete (excluding civil works) including painting with red oxide paint & delivery at site (size upto 1 sqm) (d) Add extra if opening size is greater than 3 sqm requiring heavy channels / girders.

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

Supply and fixing of sluice / regulator gates using MS plates , channels , tees ,angles, girders, of given size and design having suitable brass / gun mettal lining , rubber seals etc and desired rod length , capston head ,clamps key, wire roaps , 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.

Labour charge for fixing of canal regulator gates complete including rope, clumps, and head post etc. (b) Extra for every additional sqm of gate size including rod, clamps and head posts etc complete.

Earhtwork in excavation for foundation of structure complete with all lift,dewatering,shoringand shuttering etc. including refilling of trenches in 250mm layers,ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 DEPTH UP TO 3 METER

Demolishing RCC work manually/by mecanically means including stacking of steel bar and disposal of unservisal material with in 50 m lead as per direction of engineer in charge .

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix.

Brick massonary with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement Mortar 1:4 (1 cement 4 coarse sand)

Brick massonary with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and size in: Cement Mortar 1:4 (1 cement 4 coarse sand)

Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700.P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level.

Structural cement concrete (cast in situ/precast/PSC) upto a height of 5m for reinforced concrete (design mix) in superstructure complete including steel formwork, per MoRTH specification 1500 & 1700 M25 grade solide slab superstructure

Providing and laying HYSD/TMT steel reinforcement at any level in superstructure complete as per drawing and technical specification as per MoRTH specification : section : 1600

Providing and fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification :

Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish12 mm thick.

Earthwork in embankment construction, side slope etc. from already excavated earth in stockpile including breaking of clods and dressing with all lead and lift but excluding watering and rolling. Extra for watering the earth to bring the earth up to required O.M.C. excluding rolling. field density not less than 95% of max. dry density ( modify heavy proctor test )

Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) with CBR of material not less than 15 (For rural roads only) as per MoRTH specification clause 401 with all lead FOR GRADING III MATERIAL

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.

Earhtwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10sqm on plan ) including disposal of excavated earth , lead upto 50m and lift upto 1.5m, disposal earth to be levelled and netly dressed: All kind 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 damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick.

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. M20 grade Nominal Mix / Design Mix etc.

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 :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.

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. Thermo-mechanically Treated bars (Conforming of relevent IS code)

Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 901 to 2000 Sq.Cm :

Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges :Kota stone minimumm 30mm thick.

Providing and fixing M.S. sheet 1 mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint. Add Extra for double leaf shutters.

Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Windows side hung /Ventilators top or centre hung (openable)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on New Work

Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.

Providing and fixing unplasticised poly vinyl chloride (UPVC) SWR pipes Type B for sclend waste discharge system (IS : 13592:1992 Marked ) of approved quality/ make 110 mm dia

Providing and fixing unplasticised poly vinyl chloride (UPVC) SWR pipes fittings Type B for sclend waste discharge system (IS : 13592:1992 Marked ) of approved quality/ make Bend 87.5 deg. 110 mm dia

Providing and laying brick tiles of class designation 100 overroofs grouted with cement mortar1:3 (1 cement :3 fine sand)mixed with 2% of integral water proofing compound by weight of cement , over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand ) and finished neat

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