Rehabilitation of H Distributary system of Gang Canal System under RWSLIP

Amount

A. LINING 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(WR North BSR-2013,Ch-7,Item 18).

Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level.(WR North BSR-2013,Chapter-5a,Item 5 b)

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecsKassi work undressed..(WR North BSR-2013,Ch-6,item 3a)

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecsKassi work undressed..(WR North BSR-2013,Ch-6,item 3a)

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).(WR North BSR-2013,Ch-6,Item 9).

Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density.(WR North BSR-2013,Ch-6,Item 10).

Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary.for command area (WR North BSR-2013,Ch-10,Item 2i).

Carriage of earth with all lead and lifts [Ref: Water Resources Dept. (North) BSR, Chapter: 4, Item No. 3]

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. (WR North BSR-2013,Ch-6,Item 25a).

Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.(WR North BSR-2013,Ch-7,item 2)

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.(WR North BSR-2013,Ch-7,item 3)

Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining.(WR North BSR-2013,Ch-7,item 19)

Single Brick Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on subgrade.(ii) 16mm sandwich plaster in cementmortar 1:3 over the plaster at item (i) above.(iii) 7 cm thick brick 23x11x7 cms laid in 1:3cement mortar with 6mm thick layer of mortarover sandwich plaster. In Bed (WR North BSR-2013, Ch.-7, Item 1a)

Single Brick Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on subgrade.(ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above.(iii) 7 cm thick brick 23x11x7 cms laid in 1:3cement mortar with 6mm thick layer of mortarover sandwich plaster. On Side Slope(WRNorth BSR-2013, Ch.-7, Item 1b)

M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50 mm thick block 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.In Bed including extra for pumping & Curing complete (WR North BSR-2013,Ch-7,Item addenda+5+6).

M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50mm thick blockk 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.on side slopes including extra for scaffolding, pumping & Curing complete (WR North BSR-2013,Ch-7,Item addenda+4+5+6).

Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms,lift upto 1.5Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed within a lead of 50 meter all kind of soils(As Per PWD BSR 2013 Chapter B-2 item 1.8)

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 20 mm nominal size (WR North BSR-2013,Ch-7,Item 7).

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 40 mm nominal size (WR North BSR-2013,Ch-7,Item 7).

Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level 1:2:4 (1Cement :2 Course Sand 4 Graded stone aggregate 20 mm nominal size (PWD BSR-2013,Ch-3,Item 3.2.3).

Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level.(PWD BSR Chapter 4,Item no 4.11)

Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre.(WR North BSR-2013,Ch-6,item 18)

Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.In Cement mortar.(PWD BSR-2013,Ch-14,Item 14.7.3)

S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) 5th km stone(PWD Road BSR-2016,Ch-R-8,item 1.1)

Recovery of brick bats

B . VRB Dismantling Brick/Tile work ;In cement mortar(As per PWD Road BSR 2016, Chapter R-2, Item 7.2.2)

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]Reinforced cement concrete with cleaning, straightening and cutting of bars and seprating out from R.C.C(As per PWD Road BSR 2016, Chapter R-2, Item 7.1.5)

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and 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:In ordinary soil:Depth above 3 metre & upto 6 meter(As per PWD Road BSR 2016, Chapter B-1, Item 1.1.2)

Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15(As per PWD Road BSR 2016, Chapter B-2, Item 3.1)

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(As per PWD Road BSR 2016, Chapter B-2, Item 1)

Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600:TMT Steel reinforcement(As per PWD Road BSR 2016, Chapter B-2, Item 8.3)

Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700,M 25 grade solid slab superstructure(As per PWD Road BSR 2016, Chapter B-4, Item 1.1.1)

Pointing of any design with cement mortar 1:3 on Brick work in substructure at any height as per MoRTH Specification: Clause 1309(As per PWD Road BSR 2016, Chapter B-3, Item 4)

Providing and laying Brick-on-edge flooring with 1st class bricks (minimum 10.5MPa) including cement slurry in cement sand mortar 1:4 at all levels as per MoRTH Specification : Clause 1000 & 1300(As per PWD Road BSR 2016, Chapter R-7, Item 8)

Earth work in embankement construction, side slopes etc. from already excavated earth in stockpiles including breaking of clods and dressing with all lead and lift but excluding watering and rolling:by manual means and Extra for watering the earth to bring the earth upto required O.M.C excluding rolling and Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering with Field density not less than 95% of maximum dry density (Modified Heavy Proctor test)(As per PWD Road BSR 2016, Chapter R-3, Item 9.1+10+11.1)

Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300(As per PWD Road BSR 2016, Chapter R-7, Item 11)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803(As per PWD Road BSR 2016, Chapter R-11, Item 2a)

Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.English and Roman (Hyphens, commas and the like not to be measured and paid for.)(As per PWD Road BSR 2016, Chapter R-11, Item 4.2)

Supplying and laying under layer of bitumen saturated felt type-I (As per PWD BSR 2013 Ch.-15,Item no 15.17)

Providing and fixing 20mm thick compressible fibre board in expansion joint complete. (As per PWD Road BSR 2016, Chapter B-3, Item 13.2.2)

Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC M-15 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board)(As per PWD Road BSR 2016, Chapter R-8, Item 30)

P & F Sand-cast Iron (S.C.I.) pipe (IS:1729 Mark) of approved make in wall or in floor with M.S. holder bat clamps in 10x10x10 Cm. M-15 grade concrete blocks, joints filled with CM 1:4 with spun yarn including cutting holes and making good the wall,100 mm dia (PWD Building BSR 2013 Ch.-S-3, Item 3.9.3)

Providing and laying granular sub-base material having P.I. not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P 191 Km of material from quarry (compacted thickness to be measured). [MoRTH Specification : Clause 401].Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 25:To achieve 95% Proctor densityall lead and lift (As per PWD Road BSR 2016, Chapter R-4, Item 2b ii +2.1)

Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) (compacted thickness as specified to be measured) Grading no 1(90-45 mm ) Hand Broken with all Lead (As per PWD Road BSR 2016, Chapter R-5, Item 1.1

—do— Grading 2(63-45mm) hand Broken

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS) as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause 502 & 112,Add extra to above item per 0.10 Kg extra in emulsion per sqm(As per PWD Road BSR 2016, Chapter R-6, Item 4+4.1)

Providing and applying tack coat with bitumen emulsion (RS-1) on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112,Add extra to above item per 0.10 Kg extra in emulsion per sqm(As per PWD Road BSR 2016, Chapter R-6, Item 5+5.1)

Providing and laying open graded premix surfacing/ carpet 20mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with al lead for mix material. Km (MoRTH Specification : Clause 511 & 512)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means).with bitumen VG-30(As per PWD Road BSR 2016, Chapter R-6, Item 34.2b)

Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in hot mix plant and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511]In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader and laying with paver finisher (By mechanical means).with bitumen VG-30(As per PWD Road BSR 2016, Chapter R-6, Item 36b)

Recovery of brick bats

C. outlet Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms,lift upto 1.5Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed within a lead of 50 meter all kind of soils(As Per PWD BSR 2013 Chapter B-2 item 1.8)

Brick masonry in foundation and plinth with brick of class designation 100 in cement mortar 1 : 4 (1 cement : 4 coarse sand ) (As per PWD BSR chapter B-5 Page No 30 Item No 5.1.5+5.21.1)

Pointing on brick or tile masonry in cement sand mortar 1 : 3 ,flush or ruled pointing .(As per PWD BSR ,Chapter No B-12, Item No 12.38.1 , Page B-141)

D. Guage well Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms , lift upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. All kinds of soil. (PWD BSR-2013, Pg. B-2, Item 1.8)

P & L in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering, all upto plinth level. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm niminal size. (PWD BSR-2013, Pg. B-14, Item 3.2.4)

Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. (PWD BSR-2013, Pg. B-20, Item 4.11)

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 three level. Hot rolled deformed bars. (PWD BSR-2013, Pg. B-22, Item 4.13.3)

Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work up to plinth level : 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) (PWD BSR-2013, Pg. B-18, Item 4.1.2)

Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for: Walls (any thickness) including attached pilasters, buttresses, plinth and string course. Add extra for shuttering in circular work. (PWD BSR-2013, Pg. B-20&21, Item 4.12.1+4.12.13)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement : 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size). (PWD BSR-2013, Pg. B-18, Item 4.2.2)

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 160mm dia. (PWD BSR-2013, Pg. S-35, Item 3.19.4)

Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete above plinth level up to 4.5Mtr. height. Hot finished welded type tubes (PWD BSR-2013, Pg. B-92, Item 9.5.1)

E. Cattle Ghat Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and 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 In ordinary Soil(As per PWD BSR Road 2016, Chapter B-1,Item 1.1)

Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level.P.C.C Grade M-15(As per PWD BSR Road 2016, Chapter B-2,Item 3.1)

Providing and fixing 50 mm dia G.I. medium 'B' class railing with two horizontal pipes and 1.5 Mtr. Long vertical pipe 1.5 Mtr. Centre to centre with all accessories, like elbows, tees etc., including welding , thereading and embedding in cement concrete 1:2:4 block of size 30x30x40 Cm. with 2 Nos. angle iron 25x25x5mm size holdfast complete as per drawings and drawings.

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(As per PWD BSR Road 2016, Chapter B-2,Item 1)

Providing Cement pointing 1:2 flush or ruled on Brick-on-edge floor/ masonry work at all levels as per MoRTH Specfication : Clause 1000 & 1300(As per PWD BSR Road 2016, Chapter R-7,Item 10)

Providing and laying Steel reinforcement at any level in superstructure complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600:Fe 415 Steel reinforcement(As per PWD BSR Road 2016, Chapter B-4,Item 3.2)

Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700:M 35 grade solid slab superstructure(As per PWD BSR Road 2016, Chapter B-4,Item 1.3.1)

F. WUA Building Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 Cm. deep and disposal of rubbish lead up to 50.00 M and lift up to 1.50 M. All kinds of soil.(As per PWD BSR , Item no 1.34.1)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.50 M including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 M. All kinds of soil.(As per PWD BSR , Item no 1.8)

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 ( 1 : 3 : 6 ) [ 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 mm nominal size ].(As per PWD BSR , Item no 3.2.6)

Brick masonary in foundations and plinth with bricks of class designation 100 in cement mortar 1:6 (As per PWD BSR , Item no 5.1.7+5.21.1)

Filling available excavated earth ( Excluding rock ) in trenches, plinth side of foundation etc. in layers not exceeding 20 Cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 M and lift up to 1.50 M.(As per PWD BSR 2013, Item no 1.30)

Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of form work for foundation in basements rafts, footing, straps beams, bases of columns etc. up to plinth level.(As per PWD BSR , Item no 4.11)

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. ( 1 : 3 : 6 ). [ 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 mm nominal size ].(As per PWD BSR , Item no 3.2.4)

Brick work in partition in Super Structure up to third storey 7 Cm. thick ( Brick on edges ) using bricks of class designation 100 in Cement mortar ( 1 : 6 ).(As per PWD BSR Item no 5.10.3+5.21.2)

Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of form work for Super Structure up to 4.50 M above plinth, for suspended floors, roofs landings staircases, balconies, girders, cantilevers, bands coping bed plates, anchor blocks, sills, chhajjas, lintel, beam etc.(As per PWD BSR , Item no 4.12.2a)

Providing and fabricating reinforcement for R.C.C. work including straightening, cuting, bending, placing in position and binding ( Including cost of binding wire ) all complete up to floor three level. Hot rolled deformed bars.(As per PWD BSR , Item no 4.13.3)

Reinforced Cement Concrete work in beams, suspended floors, roofs, griders having slopes up to 15", landings, balconies, shelvel, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases up to floor three level including curing, compaction finishing with rendering in Cement Sand mortar ( 1 : 3 ) [ 1 Cement : 3 Coarse Sand ] and making good and joints excluding the cost of centering, shuuttering and reinforcement with ( 1 : 1.5 : 3 ) [ 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 mm nominal size ].(As per PWD BSR 2012, Item no 4.3.1)

Providing and fixing M.S. Sheet single leaf door shutter in angle iron frame 35 x 35 x 5 mm suitabilit diagonally braced with 25 x 3 M flat iron above and below lock rail of size 50 x 5 mm beading extra including all fittings, as per direction of Engineer In-charge but excluding cost of Chowkhats, including two coats of anti-corrastie red oxide primer paint M.S. Sheet 24 SWG.(As per PWD BSR , Item no 9.26.4)

Providing precase Cement Concrete jali, nominal mix ( 1 : 2 : 4 ) [ 1 Cement : 2 Sand : 4 Stone Aggregate 6 mm nominal size ] reinforced with 1.60 mm dia mild steel wire including centering and shuttering roughening cleaning fixing and finishing in Cement mortar ( 1 : 3 ) [ 1 Cement : 3 Fine Sand ] etc. complete as per approved design excluding plastering of jambs, sills, and soffits up to floor three level.75mm thick(As per PWD BSR , Item no 4.15.1

Plaster on new surface on wall in Cement Sand mortar ( 1 : 6 ) including racking of joints etc. complete fine finished 12 mm thick.(As per PWD BSR , Item no12.9.3)

Plaster on new surface on wall in Cement Sand mortar ( 1 : 4 ) including racking of joints etc. complete fine finished 12 mm thick. Under roof.(As per PWD BSR 2013, Item no12.8.3+12.18)

Terrazo flooring - 40 mm thick marble chips flooring rubbed and polished to granolithic finish under layer 31 mm thick Cement Concrete ( 1 : 2 : 4 ) [ 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.50 mm nominal size ] including fixing of dividing strip ( Excluding the cost of strip ) and top layer 9 mm thick with marble chips of approved color and 4 mm to 7 mm nominal size laid in Cement marble chips ( 2 : 3 ) [ 2 Cement : 3 Marble Cips ] by vol. including Cement slurry etc. complete Ordinary Cement without any pigment.(As per PWD BSR 2013, Item no11.15.1)

Painting with enamel paint of approved brand and manifracture to give an even shade two or more coats on new Steel work.(As per PWD BSR 2013, Item no12.56.2)

Providing and fixing T - iron frames for doors, windows and ventilators of mild steel Tee - sections, joints mitred and welded with 15 x 3 mm lugs 10 Cms. Long embedded in Cement Concrete Blocks 15 x 10 x 10 Cm. of ( 1 : 3 : 6 ) [ 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 mm nominal size ] or with wooden plugs and screws or with fixing clips or with bolt and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.(As per PWD BSR 2013, Item no9.13)

Cement Concrete flooring grade ( 1 : 2 : 4 ) [ 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ] rounding off edges e tc. But excluding the cost of nosing of steps etc. complete 25 mm thick with 12.50 mm thick nominal size aggregate.(As per PWD BSR 2013, Item no 11.3.1)

White washing with lime to give an even shade including all scaffolding on new work three or more coat.(As per PWD BSR 2013, Item no 12.44.1)

P&F Indian type whites white glazed vitrious china Ist quality WC orissa pan (I.S.: 2556 mark) with 100mm vitrious china P or S trap including cutting and making good the wall and floor . Size 580 x 440 mm (Chapter S-1 Page No S-1 Item S-1.2.2)

P. and F. G.I. Pipes ( Internal Work ) with G.I. Fittings ( I.S. : 1239 Mark ) and M.S. Clamps including cutting and making good the walls and floors :-- 15.00 mm Dia Nominal Bore, Class " B "(As per PWD BSR 2013, Item no 2.1.1)

25.00 mm Dia Nominal Bore Class " B "(As per PWD BSR 2013, Page S-2, Item no 2.1.3)

P. and F. G.I. Pipes ( External Work ) with G.I. Fittings ( I.S. : 1239 Mark ) including trenching and refilling earth etc.:-- 15.00 mm Dia Nominal Bore,Class " B "(As per PWD BSR 2013, Item no 2.2.1)

P. and F. Bib Cock ( I.S. : 8931 Mark ) superior quality of approved make :-- Brass 400 gm. 15.00 mm nominal bore(As Per PWD BSR , Item 2.7.1)

Providing laying and jointing glazed S.W. Pipes Grade " A " ( I.S. : 651 Marked ) of approved make with spun yarn and shiff mixture of Cement mortar ( 1 : 1 ), excavation and refilling of earth in all types of soil up to 1.20 M depth, S.W. Fittings, including testing of joints etc. complete(As Per PWD BSR Page S-3, Item no 3.1.2)

Providing and laying Cement Concrete ( 1 : 5 : 10 ) [ Stone Aggregate 40.00 mm nominal size ) all around S.W. Pipe including 15.00 Cm. thick bed concrete as per Rajasthan P.W.D. Specification : ( Width W = Diameter of Pipe in Cm. 30 Cm. ) ( Excluding cost of Pipe ). 150.00 mm Dia S.W. Pipe(As Per PWD BSR Page S-3, Item no 3.2.2)

Construction of Cement Concrete Chamber 125.00 mm dia on depressed floor up to 45.00 Cm. height from floor with C.P. Brass grating.(As Per PWD BSR S-3, Item no 3.40.AI)

Providing and fixing unplasticized poly Vinyl Chloride ( UPVC ) SWR Pipes type " B " for sciland waste discharge system ( I.S. : 13592 : 1992 Marked ) of approved quality / make. 75.00 mm Dia.(As Per PWD BSR S-3, Item no 3.45.1)

Providing and fixing unplasticized poly Vinyl Chloride ( UPVC ) SWR Pipes type " B " for sciland waste discharge system ( I.S. : 13592 : 1992 Marked ) of approved quality / make. 110.00 mm Dia.(As Per PWD BSR S-3, Item no 3.45.2)

Wiring of light point / fan point / exhaust fan point / call bell point with 1.50 Sq. mm F.R. PVC insulated unsheathed flexible copper conductor 1.1 KV Grade and 1.50 Sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV Grade ( IS : 694 ) of approved make in surface / recessed ISI marked medium duty PVC Conduit and its accessories, round tiles, 18 SWG M.S. Box with earthing terminal, 6 A switch, 3.00 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connnections, testing etc. as required. ( Group - 2 ).P.W.D. Rajasthan, BSR 2013 for Electric Work Item No. E - 020101,020102) Short Point ( Up to 3.00 Mtr. )

Medium Point ( Up to 6.00 Mtr. )

Wiring of 3 pin 5 Amp. Light plug point with 1.50 Sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV unsheathed flexible copper earth conductor 1.1 kV grade ( IS : 694 ) of approved make in surface / recessed ISI marked medium duty PVC Conduit and its accessories, 18 SWG M.S. box with earthing termina, 6 A switch, 6 A socket, 3.00 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required ( Group - 2 ). On Board(P.W.D. BSR 2013 for Electric Work Item No. E - 020300)

S. and F. following sizes dia of ISI marked medium duty PVC Conduit along with accessories in surface / recessed using saddlee, clamps, fastners as required including cutting the wall and making good the same as required. 25.00 mm.(P.W.D. BSR 2013 for Electric Work Item No. E - 020402

Supplying and drawing FR PVC insulated and unsheathed flexible copper conductor ISI Marked ( IS : 694 ) of 1.1 kV grade and approved make in existing surface or recessed conduit / casing capping including making connectiions etc. as required. ( Group - 2 ). 2.00 x 2.50 Sq. mm(.P.W.D.BSR 2013 for Electric Work Item No. E - 040107)

P & F energy efficient / energy saving direct fit (Retrofit) composite self ballasted compact fluorscent lamp (CFL) with PF >0.85 in existing holder / fixture as required ( Group - 2 ((P.W.D. BSR 2013 for Electric Work Item No. E - 191804)

P. and F. 240 / 415 v porcelain kitkat fuse ( Rewireable / HBC type ) confirming to IS : 2086 : 1983 on existing board / sheet including making connections with lugs, testing etc. as required. 16 - A, 240 V, ( Group - 2 ()P.W.D. BSR 2013 for Electric Work Item No. E - 100701

P. and F. surface / recessed type 10 mm thick teak wood board duly antitermite treated, varnished and fixed by gutties / PVC fastners of folloing size as required. 200.00 x 250.00 mm.(P.W.D. BSR 2013 for Electric Work Item No.E - 050904

dayanand contractor

M/s CHOUDHARY CONSTRUCTION COMPANY