Estimate for concrete lining of Aminwala Minor from RD 0-8000 off-taking at RD 81050/R 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

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.

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Dressing of earth work: New work or remodeling work.

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/carraige for every additional Km upto 10Km (lead 8.60kms)

Dressing side slopes and preparation of sub grade for lining.

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

Cement concrete lining 75mm. thick or less laid manually 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(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

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

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

Cement concrete lining 75mm. thick or less laid manually 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(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) for Sleepers

Cement concrete lining 75mm. thick or less laid manually 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(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) for Coping

Compaction: Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Compaction: Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Compaction: Extra for rolling to specifications

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight: 60 mm depth

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

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

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc

Extra bitumen painting at 0.69 Kg. per sqm

STD ESTIMATE FOR TAIL CLUSTER: 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.(CSR item no 6.6)

Laying C.C 1:4:8 with brick ballast including cost of material (CSR item No.10.11 b) (i)

First class burnt brick work laid in cement sand mortar 1:4 in foundation )and plinth (CSR item No. 11.9)

10 mm thick cement plaster 1:3

PROVIDING & FIXING OUTLETS 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 & 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)

SUB ESTIMATE FOR CONSTRUCTION OF HEAD REGULATOR OF AMINWALA MINOR: 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

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: 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 upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Providing and laying of 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 and return wall to the full height compacted to a firm condition 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

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

compacted sand fill

Supply and Installation of Single Faced Sluice Gate of Rectangular shape having size of 375mm x450mm as per IS:3402 (1965)

SUB ESTIMATE FOR CONSTRUCTION OF CROSS REGULATOR AT RD 81050 OF 6-R DISTY (MECHANICAL PART): 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

supply of multipurpose hetiv grease

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

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position: FLATS

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

SUPPLY OF SKIN PLATE

PROVIDING AND FIXING OF GALVANISED NUTS AND BOLTS OF SIZES AND LENGTH REQUIRED

PROVIDING AND FIXING OF SS NUTS AND BOLTS OF 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

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. (f) 50mm i/d

HIRE CHARGES OF MACHINERY: Cranes 35 tonnes

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

SUB ESTIMATE FOR CONSTRUCTION OF CROSS REGULATOR AT RD 81050 OF 6-R DISTY (CIVIL PART): 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

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: 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 upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Providing and laying of 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 and return wall to the full height compacted to a firm condition 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

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

compacted sand fill

BALJIT SINGH GILL (BID ID -597351)