Estimate for concrete lining of Fathewah Minor from RD 0-16150 off-taking at RD 83225/L of 6-R Disty

Amount

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- ((a)) Discharge upto 1.5 cum/s

Dressing of earth work: New work or remodeling work.

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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

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

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 mtr including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 m including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead. (lead = 6.23 km)

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

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

Dressing side slopes and preparation of sub grade for lining.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Cement concrete lining 75/60 mm thick or less laid manually for irrigation channel using cement concrete M-15 with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km

Cement concrete lining 75/60 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 with an average lead of 1 km. (For Coping)

Cement concrete lining 75/60 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 with an average lead of 1 km. (For Sleepers)

Extra bitumen painting at 0.69 Kg. per sqm

Polythene films/ sheet of 100,125, 150, 200,250 micron

Dag belling Single Kassi stroke minimum complete in all respect

Filling contraction joint with sealing compound complete in all respects

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.

Proving and Fixing Distance: Cement concrete 1:3:6 with stone ballast or shingle: mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

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

Providing and fixing outlets non patrolling side: Earth work for outlet: Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With H more than 0.5 m but upto 0.9 m

Dismantling outlets including removal of dismantled material involving lead upto 100 metres. Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With H more than 0.5 m but upto 0.9 m

Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H more than 0.5 m. but upto 0.9 m

Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

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

Centring and shuttering for slab of culverts for vent height up to 3.00 mtr

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

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

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 ((ii)) 0.25 ft= 7.6 cm (min wt 68 kg)

Providing and fixing outlets non patrolling side: Earth work for outlet: Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With H more than 0.5 m but upto 0.9 m

Dismantling outlets including removal of dismantled material involving lead upto 100 metres. Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With H more than 0.5 m but upto 0.9 m

Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H more than 0.5 m. but upto 0.9 m

Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

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

Centring and shuttering for slab of culverts for vent height up to 3.00 mtr

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

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

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 ((ii)) 0.25 ft= 6.1 cm (min wt 68 kg)

Estimate for reconstruction of VR Bridge at RD 10371: 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. In Ordinary soil: Mechanical Means: Depth upto 3 m

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

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (A) PCC Grade M15

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

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. ((G) RCC Grade M30 ((ii)) Using Batching Plant, Transit Mixer and Concrete Pump

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)

DISMANTLING (8.5) Dismantling brick work tile, masonry or tile lining ((b)) In cement

ROAD WORK (24.5 (c)) Compaction ((iii)) Extra for rolling to specifications

Preparing watering and ramming surface for laying concrete (a) Head work (i) Horizontal

Rehandling of Earthwork with lead 30 meters

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

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M25 (B.2) Using Batching Plant, Transit Mixer and Concrete Pump ((a)) For Solid slab super-structure-including centering and shuttering ((i)) Height up to 5m

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (E) RCC/PSC Grade M-40 (E.2) Using Batching Plant, Transit Mixer and Concrete Pump ((a)) For Solid slab super-structure- including centering and shuttering ((i)) Height up to 5m

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

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

Construction of Head cum Cross Regulator of Fatehwah Minor: Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (A) PCC Grade M15

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

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (G) RCC Grade M30 ((ii)) Using Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (C) RCC Grade M20 ((ii)) With Batching Plant, Transit Mixer and Concrete Pump

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. In Ordinary soil (B) Mechanical Means (a) Depth upto 3 m

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

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

DISMANTLING (8.5) Dismantling brick work tile, masonry or tile lining ((b)) In cement

Dismantling concrete ((e) ) Reinforced cement concrete

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (E) RCC/PSC Grade M-40 (E.2) Using Batching Plant, Transit Mixer and Concrete Pump ((b)) For T-beam & slab-including centering and shuttering ((i)) Height up to 5m

Compaction ((iii)) Extra for rolling to specifications.

CONCRETE (10.12) Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Supplying & laying dry brick ballast

Rehandling of Earthwork with lead 30 meters

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

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.

Applying priming coat with metal primer on new steel or iron work including preparation of surface

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position ((a)) R S Joists

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position ((b)) FLATS

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position ((c) ) Tees angles & channels

HIRE CHARGES OFMACHINERY (13) Cranes 35 tonnes

Supply of multipurpose synthetic Hetiv Grease.

Supply of Skin plate

Providing and fixing of Galvanized nuts & bolts of all sizes and length required

Providing and fixing of stainless steel nuts & bolts of all sizes and length required

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

Providing of hollow bulb seal and fixing in position including preparation of surface complete in all respect and to entire satisfaction of Engineer in charge 100/44 (44 dia, 100*4)

Commissioning and testing of Gates at site complete in all repects and to entire satisfaction of engineer-in-charge

MS Spindle with double start or triple start threading 11' height 1/3/4/"dia complete (i) upto 1.5 ton capacity

Supply and fixing of spindle cover

Fillet welding with high strength steel rods complete in all repects and to entire satisfaction of engineer-in-charge (ii) 8 mm wide

Drilling/ boring hole including complete in all respects and to entire satisfaction of Engineer-in-charge (ii)10-20 mm Ø

LED based SPV Street lighting system: 12 Watt 75 SPV module 12.8V-30Ah, lithium ferro phosphate battery (>2000 cycles), 6 meter hot dipped GI pole, 76.1 mm OD, 3.6 mm thick & Zinc coated

Supply of multi grade mobile oil

Removing, providing and fixing SS Flat, complete in all respect

Providing and laying, jointing, fixing, testing ISI marked G.I. Pipe (as per IS 1239) B-Class, including cost of specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. 50 NB

CI housing cover with worm and worm wheel assembly, shaft, handle GM bust with triple start threading inside for spindle complete including labor charges

BALJIT SINGH GILL (BID ID -597352)