(I) A.K Dev road(from Ch 0.00 m to Ch 7100.00m), (II) A.T Road (From Bharalumukh to Vishal point, Ch 0.00m to ch 1720.00m) and (III) G.S Road (From Mahalakshmi Hotel to Ulubari Flyover

Amount

Imp. of A.K Dev Road :- Earth work in excavation for foundation of structures as per drawings and technical specification clause 305, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, disposal upto 50mdressing of sides and bottom and back filling in trenches with excavated suitable material.

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding compaction ground, supporting embankment subgrade replacement by suitable soil which shall be paid separately as per cll. 303.5.2 as per Technical Specification Cl. 1303.3

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Prime coat :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.Medium porosity.

Tack coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

DBM:Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507.complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling , reclaiming excavated meterials to the extent of 30 percent of the required quantity , hauling and stock piling the reclaimed meterials near the cement

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)with modified Polymer bitumen

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including 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 level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand. 60 cm equilaterial triangle

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand.60cm circular

Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Dismanttling of existing Structures like culverts, bridges, retaining walls and other structurecomprising of masonry,cement concrete, wood work, steel work,including T&P and scaffolding where necessary, sorting the dismantled mterial, disposal of unserviceable material and staking the serviceable material with all lifts and lead of 1000mas per Technical SpecificationClause 202, Reinforced Cement Concrete

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (b) Rubble Stone Masonry in Cement Mortar,

Supplying, fitting and placing TMT(Fe-500 D) reinforcement in bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent in sub-structure complete as per drawing and technical specifications clause 1002, 1005, 1010,&1202

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (E)R.C.C. Grade M20 (a) Height upto 5m, Using concrete Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.

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

Cleaning and Desilting of road side Drains/ Cross Culvert by mechanical means with adequate road safety measures by providing caution board /safety ribbons/ proper lighting if necessary etc. without damaging the foot path slab and road surface etc. including immediate disposal of the semi solid silt/ garbage etc. upto a lead of 5Km from the site as directed and keeping to the road surface /foot path etc. Cleaned as directed by the Deptt.

Imp. of A.T Road and G.S Road:- Earth work in excavation for foundation of structures as per drawings and technical specification clause 305, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, disposal upto 50m dressing of sides and bottom and back filling in trenches with excavated suitable material.

Earth work in excavation for foundation of structures as per drawings and technical specification clause 305, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, disposal upto 50m dressing of sides and bottom and back filling in trenches with excavated suitable material

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (b) Rubble Stone Masonry in Cement Mortar

Dismanttling of existing Structures like culverts, bridges, retaining walls and other structurecomprising of masonry,cement concrete, wood work, steel work,including T&P and scaffolding where necessary, sorting the dismantled mterial, disposal of unserviceable material and staking the serviceable material with all lifts and lead of 1000mas per Technical SpecificationClause 202

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling , reclaiming excavated meterials to the extent of 30 percent of the required quantity , hauling and stock piling the reclaimed meterials near the cement

Removal of Unsuitable Soil with Disposal upto 1000 m : Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (ii) For Grading II Material

Wet Mix Macadam : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Cl. 406. By Mechanical Means with 1 km lead

Interlocking Pavement Block : Providing and laying Interlocking Concrete Block Pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Bituminous Cold Mix ( Including Gravel Emulsion)with cold mix Binder(Tailor made as per IRC:SP:100-2014. (Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified bitumen( CSS-1/CSS-1h), including mixing in a plant of suitable type and capacity,transporting,laying,compacting and finishing to specified grades and levels.(including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) i) Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate '(a) Without anti stripping agent

Dense Graded Bituminous Macadam (Providing and laying dense bituminou macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminou binder @4.0 to 4.5% by weight of total mix and filler transporting the hotmix to worksite, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment ,rolling with smooth wheeled, vibratory and tandem 507 rollers to achieve the desired compaction as per MoSRT&H cl.no.507. complete in all respect. (including carriage of mixed materials upto 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Providing and laying Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 5% of mix and filler, transporting to hot mix to worksite , laying with a hydraustatic paver finisher with sensor control to required grade level and alignment rolling with smooth whelled vibratory roller to acheive the desired compaction as per MORTH, Cl no 509 complete in all respect.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (I) Without plasticiser (B) PCC Grade M20

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (E)R.C.C. Grade M20 (a) Height upto 5m

Mastic Asphalt Wearing Course: Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC. , protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

Providing, fitting & fixing in position of Ornamental Iron Grill at Footpath as directed by engineer in charge.

Labour for removal of land slide soil /mud etc. deposited on the road surface and and side berms by truck carriage within a distance of 5.00 km after dressing ,cleaning the road surface and dumping the silt etc. for dosposal from the road surface including loading and unloading both end with necessary sweeping etc. completed as directed.

Excavation of the deposited silt / clay / floating debris / organic waste / vegetation etc. from the drain and making the drain bed free of this substance and subsequently depositing on the side of the drain with manual means including removal of manhole where necessary including providing necessary safety arrangement such as barricading safety ribbons proper road signage during this process.

Excavation of the deposited silt / clay / floating debris / organic waste / vegetation etc. from the side of the drain including cost of loading unloading the materials and haulage of materials within 12 Km distance, including cleaning, sweeping the road surface where the excavated materials was previously deposited from the drain including providing necessary safety arragement such as barricading safety ribbons proper road signage during this process.

Supplying, fitting and placing TMT(Fe-500 D) reinforcement in bar (other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent in sub-structure complete as per drawing and technical specifications clause 1002, 1005, 1010,&1202

Interlocking Pavement Block : Providing and laying Interlocking Concrete Block Pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A)With crushed Stone, .'PCC Grade M15

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.

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

Painting on Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Retro reflectorised Traffic sign : Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 60 cm Equilateral Triangle

Retro reflectorised Traffic sign : Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60 cm Circular

Retro reflectorised Traffic sign : Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iii) 60 cm x 45 cm Rectangular

Providing ‘Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms,flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including 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 level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing reflective pavement marker with a provision of spike at the bottom with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT& H fixed to the road surface using the adhesive and the procedures recomanded by the manufacturs with three moinths replacement warrenty and free maintainance.

SARAIGHAT ENGINEERS (BID ID -239221)