B B Road to Ata Bhoukamari

Amount

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(With an initial lead of 5 Km. II) For grading II materials.

Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408. B) By Mechanical means ( C) Using screening type- B Grading II materials

Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408. B By Mechanical means ( C) Using screening type- B Grading III materials

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.II) With bitumen emulsion CSS-I (b) Dry and hungry bituminous surface

Semi-Dense Bituminous Concrete (Providing and laying semidense bituminousconcretewith100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous [email protected] to5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control tothereqd .grade, lavel and alignment ,rolling with smooth wheeled, vibratory and tandem roller sto achieve the desire d compaction as per MoSRT&Hcl.no.508. complete in all respect.(including carriage of mixed materials upto10.0Km intial lead from mixing plant) (Including costof testing of materials at siteand laboratory as directed by the deptt.)

Supplying, fitting and laying in loose with Geo- textiles bags of Type -A(1.30 x 0.70 M ) made of Geo Textiles no Woven fabric sheets of 400 GSM manufactured from polyster/poly prophyline conforming to relevant ISO standard filled with specified sand /silt from flood plain or adjacent char within distance of 90m of the work site ncluding excavation, filled Geo bags with sand weighting 126.00 Kg after filling , stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specification and as directed by the deptt. B) Without Boat.

Supplying, Stitching and laying of non woven Geo textiles Fabric sheet of 400 gsm

Excavation for Structures (Earthwork inexcavation 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, back filling the excavated earth to the extent required and utilising the remaining earth locally for road work.) I) Ordinary soil (A) Manual means II) With dewatering (I) Up to 3.00 m depth

Plain/Reinforced cemen tconcrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. B. PCC grade M-15

Plain/Reinforced cemen tconcrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC grade M-20 Nominal mix 1:2:4

Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification including steel shuttering formwork. (B). PCC grade M-20.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification'including steel shuttering formwork. A.RCC Grade M20 I) For solid slab super-structure a) Height upto 5m

Plastering with cement mortar (1:3) on brick work in sub-structureasper Technical specifications

Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formwork. A. PCC Grade M15

Plain/Reinforced cement concrete,in sub structure complete as per drawing and technical specification and steel shuttering formwork E. RCC Grade M20 I) Case I Using concrete Mixer

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification'including steel shuttering formwork. A.RCC Grade M20 a) Height upto 5m, Case I Using concrete mixer

Supplying,fitting and placing TMT conforming to IS:1786 Fe500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications With TATA make TMT bar.

Supplying,fitting and placing TMT IS:1786(Fe500)bar reinforcement in sub-structure complete as perdrawing and technical specifications (ISI approved )

Providing weep holes In Brick masonry/Plain/Reinforced concrete abutment,wingwall/returnwall with 100mm dia A Cpipe,extending through the full width of the structure with slope of 1V:20 H towards drawing foce. Complete as per drawing and Technical specification.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing andTechnicalSpecifications B. with natural gravel.

Durjan Ali