Rehabilitation of Pilibangan Distributary From Km 34.217 to 54.949 Km of Bhakra Canal system under RWSLIP

Amount

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.

Jungle clearance thick including cutting bushes , shrubs and plants etc .

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;Earthwork Kassi Work.

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

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.

Dressing of earthwork.

Supply of earth filled plastic cement bags stitched with sutali at the designated locations/ places excluding the cost of EC bag but including the cost of sutali.

Supply of Empty Cement ( Polythene Bags)

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. (with extra two initial leads)

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height up to 0.75 m., kassi work including rehandling with dressing of earthwork. (with extra two initial leads)

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.

Carriage of Material (good earth) including loading unloading without stacking for lead 2 km.

Dismentling upto 1.5 m foundation and or 1.5 m above ground level including T &P and Scaffolding wherever necessary , sorting the dismantled materials, disposal of unserviceable materials withing a lead of 1000 m ( Morth Specification clause 202 dismantling brick in cements mortarm .

Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining.

Single P.C.C Block Lining of channel 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 P.C.CBlock (30x15x5 cm.) in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section (In Bed).

Single P.C.C Block Lining of channel 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 P.C.CBlock (30x15x5 cm.) in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section (On Side Slopes).

Earthwork in foundations 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 into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m.In ordinary soil like sandy loam, soft clay etc (For Dowel Earthwork)

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.

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.

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

Supply and fixing in position precast RCC stone (M-15) Mix of standard IRC Design including finishng in cement sand mortar 1:3 painting with enemal paint , printing letters and numerals etc complete morth specification clause 800)

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] lime concrete, cement concrete or lean mix concrete

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

Earth work in excavation for foundation of structure complete with all lift, dewatering, centring 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 upto 3 metre.

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.

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.

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.

Providing and laying Cement concrete for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M35 upto 5 metre height.

Pointing of any design with cement mortar 1:3 on Brick work in substructure at any height as per MoRTH Specification: Clause 1312.

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).

Supplying and fixing tar paper bearing over the pier / abutment cap as per MoRTH specification including overlap and wastage if any as per the direction of the engineer in charge .

Providing and fixing 20mm thick compressible fibre board in expansion joint complete.

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 upto 150 Km lead 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 15:To achieve 95% Proctor density.

Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-9 & 400-10 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) with all leads (compacted thickness as specified to be measured)Grading no.2 (63- 45mm) crusher broken with stone screening Type B.

Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-9 & 400-10 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) with all leads (compacted thickness as specified to be measured)Grading no.3 (53-22.4 mm) crusher broken with stone screening Type B.

Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-7, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant 40-60 TPH, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department) excluding cost of primer /tack coat [MoRTH Specification : Clause 504 &112] with lead of mix 1 km. For grading-2 (layer thickness 50-75mm) using 19mm maximum Nominal size aggregate as per Table 500-7 and minimum 3.40% bitumen by wt. of mix using bitumen grade VG-30.

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS) as per IS: 8887 & manufacturer’s specifications @ 7.5 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.

Providing and applying tack coat with bitumen emulsion (RS-1) on the prepared surface including cleaning as per IS :8887 & manufacturer’s specifications @ 2.75 kg /10sqm with aself propelled or towed bitumen pressure sprayer equippedfor spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112.

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 th erequired level and grade, rolling with power roller 8-10 tonne but excluding cost of tack and seal coat with all lead for mix material. (MoRTH Specification : Clause 510 & 112) 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 .

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, where verrequired) 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 .

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect.

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)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.yn ordinary soil upto 3.00 mtr depth.

Providing concrete for plain/reinforcement concrete in open foundations complete as per drawings & technical specifications clause 802, 803,1202 &1203 IPC Grade M-15 Nominal Mix 1:2:4.

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.

Providing and laying reinforced cement concrete in super structure as per drawing & technical specification clause 800 &1205,RCC grade M-35.

Pointing with cement mortar (1:3) on brick work as per drawing & technical specifications clause 613,621 &1204.

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.

Structural cement concrete upto a height of 5m for reinforced concrete in super structure complete including steel formwork, scaffolding as per drawing and technical specification as per Morth specification 1500 and 1700 M 35 grade solid slab superstructure.

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

Dismantling of Structures, Dismantling of existing structures like culverts, bridges, retaining walls & other structures comprising of brick masonry, cement concrete wood work steel work, including T&P Scaffolding wherever necessary shorting the dismantelled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 mtr. As per Technical Specification clause 202 By mechanical means.

Providing laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made with perfectly air and water tight including testing of joints as per MoRTH specification :Clause 1000 & 2900 :NP -3 600 mm dia .

Structural steel work in single section fixed with connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joist, flats, tees, angles and channels.

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 & ramming and disposal of surplus excavated soil as directed within a lead of 50 mtr. all kinds of soil.

P & L in position cement concrete including curing compaction etc. of 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 nominal size).

Brick masonary in foundation and plinth with bricks of class designation 75mm in : Cement mortar 1:5 ( 1 Cement : 5 Coarse sand).

Brick masonary in Superstructure with bricks of class designation 75mm in : Cement mortar 1:5 ( 1 Cement : 5 Coarse sand).

P & L damp proof course with cement concrete grade M-150 ( 1:2:4) mortar prepared with 1 % solution of water proof compound including two coats of hot blown bitumen ( 2 Kg. per sqm.) complete as per specification with glass strip 3mm thick at a distance of 1 Mtr interval : 50 mm thick.

Centering and Shuttering with plywood or steel sheets including strutting , propping , bracing both ways with wooden members and removal of formwork for superstructure upto 4.5 mtr above plinth.

Tor Steel bars 12 mm dia & below ( IS : 1786-1989).Labour charges for cutting, bending for fabrication and binding reinforcement ( plain or top/ribbed steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead complete for 100 kg.

P & L in position specified grade of reinforced cement concrete including curing compaction finishing with rendenring 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 upto plinth level : 1:1.5:3 ( 1-Cement:1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

Precast terrazzo tiles of approved make, 20mm thick with marble chips of size upto 6 mm laid in floors, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 30 mm thick bed of cement sand mortar 1:4. Dark shade using ordinary cement.

Plaster on new surface on walls in cement sand mortar 1 : 4 including raking of joints etc. complete fine finish: 12 mm thick.

Pointing on brick or tile masonary in cement sand mortar 1:3 (1 Cement: 3 Sand) , Flush or ruled pointing.

P & F ms sheet single leaf door shutters in angle iron frame 35×35×5 mm suitably diagonally braced with 25×3 mm flat ironabove and below lock rail of size 50×5 mm beading extra including all fittings , as per direction of engg. In charge but excluding coes of chokhats including two coats of anti corrosive red oxide primer paint. MS sheet 24 SWG. Add extra for double leaf shutters.

P&F steel glazed doors, windows and ventilators shutters of standard rolled steel section joint mitred and welded with steel 13×3 mm lugs 10 cm. long embedded in cement concrete blocks 15×10×10 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 rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and fittings except neccessary hinges of pivots steel handles and peg stay etc. as required. Windows side hung.

Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade: New steel work( two or more coats).

P & F Squre bars or other flat welded to window , ventilators etc.

P & F G.I. Pipes (Internal work) with G.I. fittings ( IS : 1239 Mark) & M.S. clamps including cutting and making good the walls and floors: 15 mm dia nominal bore.

P & F Bib Cock (IS : 8931 Mark) Superior quality of approved make : PVC heavy duty, 15 mm nominal bore.

P & F Stop cock (IS: 8931 Mark) superior quality & of approved make: Brass 400 gm. 15 mm nominal bore.

P & F Full way valve (IS:778 Mark) or wheel valve of approved make: Gun-metal 15mm nominal bore.

P & F squatting Pan (Indian type) white glazed vitreous China 1st quality W.C. Pan ( IS: 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest). Size 510 mm.

P & F WVC Foot rest (IS:2556 Mark) including cutting and making good the floor size 250×125×25mm.

P&F Low level Flushing Cistern of 10 ltrs capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS: 7231.

P & F rigid PVC pipe (IS: 4985 mark) class 2 (4 Kg./Cm.) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia

75 mm dia

P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant: Reducer 110×75mm

Plain Tee

Socket Plug

WC connector bent type

Construction of soakage well in all types of soil of approved drawing, top 90cm portion in 450mm thick masonary with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3, Rathal, Kharanja 40mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth within a lead of 50 mtr. Inner dia 90 cm & 10 to 12 mtr deep.

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. (Group-2)

Medium Point (upto 6 meter)

Long point (upto 10 meter)

Supplying and drawing FR PVC insulated & 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 connections etc. as required. (Group-2) 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm.

2 x 6.0 sq.mm

P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. (Group-2) 40 A 63 A rating

6 A to 32 A rating

P & F double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. (Group-2) 1200 mm sweep

P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint) / (extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube). (Group-2) 1 X 36 Watts with OCCB

P & F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube). (Group-2) 1 X 36 Watts with OCCB

SCC Infrastructure Pvt. Ltd

M/s KHARA CONTRACTORS

M/S ASHOK KUMAR CONTRACTOR