Estimate for Remodeling/Relining of Pakkan Sub Minor RD 0-10000 off taking at RD 7000/L of Bhagsar Minor by concrete lining M15 and Reconstruction of its aligned structure

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with up to Discharge upto 1.5 cumecs

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..

Excavation of soil using excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment all locations including all lifts and leads, execluding royality. (3.0 KM All Katcha)

Extra for compensation & royality for ordinary earth/ordinary clay taken from private land without For royality for ordinary earth/ordinary clay as pe punjab state minor mineral policy 2023

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

Dressing of Earthwork

Dressing of Dowel

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 mtr depth

Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.

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

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

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening) including attached pillasters butresses etc when curved

Filling Contraction Joint with sealing compound complete in all respect

Filling expansion joints with special impervious hot pour 12.5mm wide.

Extra Bitimen Painting at 0.69 kg. per Sqm

Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation. (Distance Marks)

Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed. (Distance Marks)

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect. (Distance Marks)

Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. (Distance Marks)

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.(Distance Marks)

Painting new letters and figures of black synthetic enamel paint to an even shade (Distance Marks)

E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5 m but upto 0.9 m (on Petrolling side )

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m (on Petrolling side )

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m (on Petrolling side )

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type (on Petrolling side )

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (on Petrolling side )

RCC M-20 in superstructure (on Petrolling side )

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (on Petrolling side )

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (on Petrolling side )

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (on Petrolling side )

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976.(20.15 iii) (Average B of outlets is taken 0.20) (on Petrolling side )

E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5 m but upto 0.9 m (on Non Petrolling side )

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m (on Non Petrolling side )

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m (on Non Petrolling side )

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type (on Non Petrolling side )

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (on Non Petrolling side )

RCC M-20 in superstructure (on Non Petrolling side )

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (on Non Petrolling side )

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (on Non Petrolling side )

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (on Non Petrolling side )

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976.(20.15 iii) (Average B of outlets is taken 0.20) (on Non Petrolling side )

Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation. (Gauge Well)

Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed. (Gauge well)

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (Gauge well)

10 mm thick cement plaster 1:4 on wall. (Gauge well)

Dismantling brick work, tile masonry or tile lining (in cement mortar)

Dismantling concrete Cement concrete plain 1:4:8 or 1:5:10

Dismantling concrete Reinforced cement concrete

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

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 to 6 m

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 above 6 m

PCC 1:3:6 (M-10) nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by 131378 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 up to 5 mtr )

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 (Height upto 5m) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 (Height 5m to 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 (Above 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 (Height upto 5m) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 (Height 5m to 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 (Above 10 mtr) With Batching Plant, Transit Mixer and 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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 (Height 5m to 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 (Above 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 (Height upto 5m) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 (Height 5m to 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 (Above 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump

RCC M-40 Anti crash railing with footpath including centring and shuttering but excluding steel reinforcement complete in all respects.

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

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.

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

Providing and laying filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall/return wall to the full height compacted to a firm condition complete as per drawing and Technical specification.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

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.

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 tar paper bearing on abutment cap rubbed smooth.

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

Providing and Fixing 2 mm corrugated copper plate in expansion joints, complete 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.

Making Bore & installation of pumping set for dewatring arrangement complete in all respect.

Providing running & maintenance of pumping set 8 H.P/Generator set for dewatring arrangement complete in all respect.

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven)

Providing and fixing solar cat eyes.

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

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)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

Dismantling brick work tile, masonry In cement

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 3 m )

Back filling behind abutment, wing wall andreturn wall complete as perdrawing and TechnicalSpecification. Sandy material.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M20)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M25)

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.

Sand filling in foundation trenches as per drawing & Technical specifications

Dressing Side slopes and prepration of Subgrade for lining

Rehandling OF excavation soil

Shuttering for Faces of Concrete foundations and foundation beam & plinth beam ( vertical or battering)

Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling of drains for disposal of water as per the instructions of the Engineer incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjecent ground to be carried away by flowing water and to prevent clogging of the system.Making Bore & installation of pumping set for dewatring arrangement complete in all respect.

Providing running & maintenance of pumping set 8 HP/Generator set for dewatering arrangement complete in all respect

Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering

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 10 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)

Supply, Providing and fixing of Stainless steel Bolts & nuts (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.

Providing & fixing of Galvanized nut & bolts of all size & length required

MS Housing Cover with worm and worm wheel assembly, shaft, handle, gun metal bush with triple start threading inside complete in all respects upto 1.5 Ton capacity

Supply of spindle for hoist machanism including threading and machinning complete in all respects and to entire satisfaction of Engineer in charge 55mm dia

Supply and fixing of spindle cover

Providing & fixing clamp plate, complete in all respects.

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

Providing and fixing Skin Plate 8 mm

Providing and fixing ISMC

Supply of multi purpose Synthetic hetiv grease

Supply of Diesel

Supply of Mobil Oil

Providing and fixing of chequred plate

Providing and fixing M.s Plate i.e Stiffner Plate, , Top Base Plate, bottom base plate, ladder base plate, Square bar, flat plate Etc

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

Providing and fixing Sqaure hollow section

Providing and fixing Stainless steel flat, complete in all respescts.

Providing and fixing ISMB

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

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

Overhauling of gate mechanism of all types including dismantling, greasing, oiling and re-installation of mechanism complete in all aspects upto 10 feet width of gate

Dismantling of old mechanical structure

Any other item

M/S Sanjeev Sehgal Contractor (BID ID -693061)