Repair of VRBs with slab replacement Rd 0 to 239.500 Suratgarh Br., Renovation and Modernization of Farm Mr 0 to 4.070, Badopal Dy. RD 24.66 TO 28.90, Head regulator of Badopal dy at RD 116.000(L) of Suratgarh br. other Dy. etc.(Package 342)

Amount

PART-A EARTHWORK 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 main canal and branches having discharge less than 10 cumecs : Kassi work undressed.

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. & minir having vertical height above .75 meter kassi work including rehandling with dreassing of earthwork(with in extra intial leads)

Earthwork excavation for lip cutting in ordinary soil for disty. & minir having vertical height upto .75 meter kassi work including rehandling with dreassing of earthwork(with in extra intial leads)

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 command area.

7.26 Dismantling of lining & disposing of the material with in 1/2 km lead single tile lining

7.26 .2 Dismantling of double tile lining & disposing of the material with in 1/2 km lead

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

PART -B LINING Providing and laying M15 grade Single PCC block lining 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 (30 x15x 5cm) in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section as per design and specification. 1.1 In Bed including dressing of bed pumping charges of water to lining heading of source and 28 days curing.

Providing and laying M15 grade Single PCC block lining 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 (30 x15x 5cm) in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section as per design and specification. 1.2 In Side Slope including dressing of side scaffolding and template allowance pumping charges of water to lining heading of source and 28 days curing.

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

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. 600X800mm with size of square of 400mm

Construction of bench mark 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

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 (RD Stone)

Brick masonry work with first class brick(Minimum 10.5 MPa) in cement 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.

PART-C OUTLETS 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

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.

Providing and Laying in Position cement concrete including curing compaction etc. complete in specified grade excluding cost of centering shuttering all work upto plingth level M10, 1:3:6 (1 Cement : 3 Coarse Sand : 6 graded stone aggregate 20 mm nominal size.)

Brick masonry work with first class brick(Minimum 10.5 MPa) in cement 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 specifiction .upto 5.00 m height

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

Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish 12 mm thick

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.

Part-D. Cattle Ghat 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

Providing and Laying in Position cement concrete including curing compaction etc. complete in specified grade excluding cost of centering shuttering all work upto plingth level M10, 1:3:6 (1 Cement : 3 Coarse Sand : 6 graded stone aggregate 20 mm nominal size.)

Brick masonry work with first class brick(Minimum 10.5 MPa) in cement 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 specifiction .upto 5.00 m height

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

Part-E.Gauge Well 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

Brick masonry work with first class brick(Minimum 10.5 MPa) in cement 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 specifiction .upto 5.00 m height

Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in C.C - M15 1:2:4 using 20mm graded stone aggregate as per nominal size.

Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish as per pwd bsr 2016 clause 12.7.3

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

PART-F Construction Head Regulator Of Badopal Disty off taking from RD 116.000 L of Suratgarh Branch 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.

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.

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 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 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 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix

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

Dewatering by tractor 35 to 45 HP fitted with local burma 8"-10" dia vertical/horizontal with all acceseries

Earth work in foundation 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 in to sides of oundation etc consolidating each deposited layer by ramming and watering and the deposing of all surplus soil as directed with in a lead of 30 M.In ordinary soil like sandy loam soft clay etc.

Honey comb brick work half brick thick with bricks of class designation 75 upto five storey in:.Cement mortar1 : 6(1 cement : 6 coarse sand

Labour charges for making coffer Dam/ring bundhs wit earth filled EC Bags including stiching along with transportaion and placement at required location in water including all leads and lifts complete in excluding the cost of EC bags but including the cost of sutli.

Empty cement bags (polythene)

Providing and Laying in Position cement concrete including curing compaction etc. complete in specified grade excluding cost of centering shuttering all work upto plingth level M10, 1:3:6 (1 Cement : 3 Coarse Sand : 6 graded stone aggregate 20 mm nominal size.)

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 :600mm dia Internal

PART-B Mechanical Works Supply and fixing of sluice /regulator gates using MS plates ,channels,tees,angles,griders of given size and design having suitable brass /gun metal lining ,rubber seals etc and desired rod length ,capston head ,clamps keys ,wire rops ladders,supports etc complete (excluding civil works)including painting with red oxide paint & delivery at site (size greater than 1 Sqm)add extra of worm gears are to be provided in the capston

PART - G (VRB) 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 workIn 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]By Mechanical Means for items No. 202( b) & ( c) Prestressed / Reinforced cement concrete grade M-20 & above

Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] Mechanical Means, Depth upto 3 m

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

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30, with batching plant,transit mixer concrete pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30, Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30, Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump. Height upto 5m

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

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns 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 : Walls (any thickness) including attached pilasters, buttresses plinth and string course.

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 fixing in position bitumen impregnated fiberboard confirming to IS: 1838 in expansion joints including the cost of primer sealing compound. 25 mm. thick

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

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

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade(blue and white alternate) : Two or more coats on new work

Recovery Of HYSD Reinforcement Bars

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

RAJINDER SINGH CONTRACTOR