CRC-DDTRD-194- Uday Nagar and Giri Nagar

Amount

Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil, which shall be paid separately as per Clause 305.

Construction of subgrade and earthen shoulders (From Private Land): Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirement of Table 300.2

Granular Sub-base with Coarse Graded Material (Table 400-2)(Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per 401(with an initial lead of 5 Km)

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405

Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage.

Construction of Stone Masonry Guard Wall : 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 approved materials. (I) Ordinary Soil (A) Manual Means (Depth upto 3 m) (Without de-watering)

Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil, which shall be paid separately as per Clause 305.

Dry rubble Flooring : Construction of dry rubble flooring at cross drainage works for relatively less important works .

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.

Stone Masonry Work in cement mortar 1:3 for substructure complete as per drawing and Technical Spefications.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing face complete as per drawing and technical specifications.

Cement Plastering 12 mm thick in proportion 1:3 including cleaning surface and curing etc complete.

Sand filling in foundation trenches as per drawing and technical spefication

Road side Stone masonry Drain : 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 approved materials. (I) Ordinary Soil (A) Manual Means (Depth upto 3 m) (Without de-watering)

Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil, which shall be paid separately as per Clause 305.

Dry rubble Flooring : Construction of dry rubble flooring at cross drainage works for relatively less important works .

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.

Stone Masonry Work in cement mortar 1:3 for substructure complete as per drawing and Technical Spefications.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing face complete as per drawing and technical specifications.

Cement Plastering 12 mm thick in proportion 1:3 including cleaning surface and curing etc complete.

Sand filling in foundation trenches as per drawing and technical spefication

RCC Cross Drain : 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 approved material

Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil, which shall be paid separately as per Clause 305.

Dry rubble Flooring : Construction of dry rubble flooring at cross drainage works for relatively less important works .

PCC 1:3:6 in Foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal

Supplying , fitting and placing HYSD reinforcement in substructure complete as per drawing and Technical Specifications.With other make ISI rebar

RCC Grade M20: Plain/Reinforced cement concrete , in sub structure complete as per drawing and technical specification specification and steel shuttering formwork using concrete mixer

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing face complete as per drawing and technical specification.

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification B . Sandy Material

Approach slab over drain :Supplying , fitting and placing HYSD reinforcement in substructure complete as per drawing and Technical Specifications.With Tata make rebar

RCC grade M20: Plain/Reinforced cement concrete , in sub structure complete as per drawing and technical specification specification and steel shuttering formwork using concrete mixer

Exterior paint Finishing wall with 2 coats of acrylic emulsion exterior coating of unicem "Rakshak" brand of required shade by thinning of 1 ltr of paint with 750 ml of water to give an even shade after thoroughly brooming the surface to remove all dirt and remains of loose powdered materials as directed by the Dept.

Retro reflectorised Traffic sign : Providing and erecting of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mm x75mmx6mm firmly fixed to the ground by means of properly designed foundation with M1 grade cement concrete 45 cm x 45 cm x 60 cm , 60 cm below ground level as per approved drawing and sign( All the steel work must be Tata/ Sail/ or any other approved brand )(iii) 80cm x 60 cm rectangular.

Pallab Jyoti Chakraborty (BID ID -239540)