Escape Channel for Connecting Lake No.1 of Thermal Plant with Bathinda Branch.

Amount

Dismantling brick work tile, masonry or tile lining.

Dismantling concrete cement concrete plain 1:2:4 mix

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth upto 3 m)

Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. (rehandling of earth )

Extra for laying earth as per specifications for Compaction of earth in 20 cm layers, dressing, watering the earth and rolling to specifications. (For Ramps & Lining work)

Excavation in soil using hydraulic ecavator and tractor trolly with disposal upto 450 m i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads.

Excavation in soil using hydraulic ecavator and tractor trolly with disposal beyond 450m upto 1 km i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads.

Excavation in soil using hydraulic ecavator and tractor trolly with disposal beyond for every addiotnal km upto 10 km i/c cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. (LEAD upto 5.00 km only, last 4km all pucca)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.00 mtr depth.

Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification.

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specifications ( Sandy Material )

PCC (M-10 1:3:6) nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by viberation i/c curing for 14 days as per drawing and technical specification.

PCC (M-15) nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by viberation i/c curing for 14 days as per drawing and technical specification.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 Height upto 5m

Laying Reinforced cement concrete (M-25) with using batching plant, transit mixer and concrete pump in Sub structure, complete as per drawing and Technical specifications. (Height upto 5 m)

Laying Reinforced cement concrete M-20 mechanically batchmixed using batch type concretemixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Provision of a reinforced cement concrete crash barrier at the edges of the bridges, road, approaches to bridge road approaches to bridge structures and medians, constructed with M40 grade concrete, as per dimensions in the PWD standard drawing No. 27, Section 4, including form work but excluding steel reinforcement and at locations directed by the engineer, all as specified with concrete mixture

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqm as on prepared side slopes before laying concrete on side slopes.

Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km (a)Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.

Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 2m but upto 3.5m

Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications.

Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications.

Providing and laying cc for toe wall for irrigation channel using cc M15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer

Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design / drawing and PWD specifications.

Providing and laying 75 mm thick Wearing coat consisting of 50 mm thick bituminious concrete and 25 mm thick mastic asphalt including tack coat.

Providing and fixing drainage spout complete as per drawing and Technical specification.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete (In Foundation & Sub srtructure)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete (In Super structure)

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm.

Laying LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and spraying primer @ 0.85 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @ 0.25 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

Providing and laying dense bituminous macadam (50 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density.

Providing and laying semi dense bituminous macadam (25 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick i/c reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be leave uniform and free from streaks and holes. (4'' thick)

Hazard maker sign board 300 x 900 mm rectangular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.

Cautionary sign board 600 x 600 x 600 mm triangular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.

Mandatory sign board 600 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.

Informatory sign board 600 x 600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.

Providing and fixing solar cat eyes.

Providing and filling joint sealing compound as per drawing and Technical specifications.

Providing & fixing 25 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply suportsd spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and technical specifications.

Filling of contraction / construction joints with sealing compound to be applied hot after applying primer coat including supply & carriage all material complete in all respect.

Extra bitumen painting at 0.69 kg per sqm.

Laying 1st class burnt brick work lid in CSM 1:4 in foundation and plinth level i/c supply,carriage, loading and unloadingof all material from source to site of work i/c labour complete in all respects

Make dewatering arrangement by pumping set 4x4 (Tractor driven)

Royality of Earthwork

Providing & fixing in position of flat/wedge seal including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge.(75 mm dia x 12 mm th.)

Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge. (100/44)

Providing and fixing of Galvanized Nut & Bolts of all sizes and length required as per sample / drawing / direction of Engineer-In charge complete in all respects.

Supply, Providing and fixing of CSK Screw (for seals of all types) with washer of all sizes and length required as per sample / drawing / direction of Engineer-In charge complete in all respects.

MS Housing Cover with worm and worm wheel assembly, shaft, handle, gun metal bush with triple start threading inside complete in all respects 2 Ton capacity

Supply of spindle for hoist machanism including threading and machinning complete in all respects and to entire satisfaction of Engineer in charge (65mm dia)

Supply and Fixing of spindle cover (pipe)

Fixing and Holding the gate with the help of 35 tonne capacity crane.

Commisioning & testing of Gates at site complete in all respects and to entire satisfaction of Engineer In charge.

Removing, Providing & Fixing Clamp Plate complete in all respects

Supply and fixing of Common Shaft duly machined at site complete in all respects and to entire satisfaction of engineer in charge

Fixing of coupling for common shaft with supply of Spindle shaft coupling rods and cover complete in all respect.

Gate wheel assembly complete in all respects to entire satisfaction of engineer-in-charge (180mm dia).

Removing, Assembling and fixing in position of trolley plates for guide roller complete in all respects and to entire satisfaction of Engineer-in-charge.

Providing & Fixing of Wheel Pin in position complete in all respects and to entire satisfaction of Engineer-in - charge. (upto 75mm/above 75mm)

Providing Spherical Roller Bearing SKF No. 51211

Removing & Fixing Bearing complete in all respects.

Providing Grease Nipple

Painting of Gate Leaf with primer coat and two coats with Anti corrosive Bitumastic paint to give an even shade with special quality paint.

Painting two coats with ready mix synthetic enamel paints over one coat metal primer

Supply of skin Plate.

Providing and Fixing ISMC 200 x 75 mm

Providing and Fixing of MS Square Bar 25 x 25 mm

Removing, providing & Fixing S.S Flat, complete in all respects.

Providing and Fixing ISMB 200 x 100 mm

Providing and Fixing of Anchor

Threading of Pins complete in all respects and to entire satisfaction of Engineer-in-Charge (Upto 75mm)

Supply of GI pipe hollow/pipe of any size.

Providing Chequred Plate 8 mm.

Providing and Fixing ISMC 100 x 50 mm

Providing and Fixing of ISA 65 x 65 x 6mm

Fillet welding with high strength steel rods complete in all respects and to entire satisfaction of Engineer-in-Charge. (6mm)

Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of engineer in charge

Supply of GI Pipe hollw/pipe of any size.

Supply of multi purpose Synthetic hetiv grease

Supply of Diesel

Supply of multi grade Mobile Oil

Providing and Fixing ISMC 150 x 75 mm

Providing and Fixing ISA 100 X 100 x 10 mm

Machining and finishing of any part to desired shape & size, complete in all respects and to entire satisfaction of Engineer-in-Charge

Providing & Fixing of Pin in position complete in all respects and to entire satisfaction of Engineer-in - charge. (upto 75mm/above 75mm)

Providing & Fixing Oil Seal

Providing & Fixing Oil Ring Cord

MS GARGA ASSOCIATES (BID ID -610265)