W/S and reconstruction in four lane road of Birsa Chowk to Dhurwa Golchakkar (Length-2.60 KM) (Including bicycle track and footpath) and Improvement of riding quality work in Dhurwa Golchakkar to Project Building (Length-1.50 Km) (Total length-4.10

Amount

Cutting of trees excluding, removal of stumps and roots of trees (stacking of serviceble material with all lifts and up to a lead of 1000 metres.) (a) Girth from 300 mm to 600 mm

Cutting of trees excluding, removal of stumps and roots of trees (stacking of serviceble material with all lifts and up to a lead of 1000 metres.) (b) Girth from 600 mm to 900 mm

Cutting of trees excluding, removal of stumps and roots of trees (stacking of serviceble material with all lifts and up to a lead of 1000 metres.) Girth from 900 mm to 1800 mm

Cutting of trees excluding, removal of stumps and roots of trees (stacking of serviceble material with all lifts and up to a lead of 1000 metres.) Girth above 1800mm

(Dismentling of structures ) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20

(Dismentling of structures ) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres Prestressed/ Reinforced cement concrete grade M-20 & above

(Dismentling of structures ) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres Rubble stone masonry in cement mortar

(Dismentling of flexible pavement ) Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately (By mechanical means) (Bituminous courses)

(Dismentling of flexible pavement )Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (By Mechanical means) (Granular courses)

(Dismantling of kerb stone) Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres

(Removal of telephone/Electric poles and lines ) Removal of telephone/ Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department , disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately

(Clearing and grubbing road land )Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. Manual means area of light junle

(Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.)Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m

(Construction of Embankment with Material Deposited from Roadway Cutting.)Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. Rate per cum after adding royalty @Rs.27.48/cum

(Turfing with Sods) (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

(Construction of Median and Island with Soil Taken from Roadway Cutting) Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(Grading-V) (By mix in place method)

( Wet Mix Macadam (Plant Mix Method) )Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

(Prime Coat over WMM/WBM) Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

(Tack Coat on Granular surfaces treated with primer )Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

(Tack coat on Bituminous surface) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

(Dense Graded Bituminous Macadam Grading-I With VG-40 Bulk Bitumen) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects With VG-40 Bulk Bitumen.(Grading-I)

(Bituminous concrete Grading- II With VG-40 Bulk Bitumen) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects With VG-40 Bulk Bitumen-Grading-II.

(Excavation for strucutres ) 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.(Ordinary soil) (Mechanical means) (Depth upto 3 m)

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.(PCC Grade M15 using batching plant & manual placing)

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PCC Grade M15 using batching plant & manual placing )

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications (RCC Grade M20) ( RCC Grade M20 using batching plant, transit mixer & concrete pump) (Height upto 5 m)

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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 drwaing and technical specification.

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(Grade M-30)

(Filler joint) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

Drainage Spouts complete as per drawing and Technical specification

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

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

M-001 Coarse sand at Quarry (Equivalent to koilwar sand)

M-018 boulder with mininum size of 300 mm for pitching at quarry

M-019 -Gravel / Quarry spall at quarry

Pipe 200 mm dia 2.5 m long for drainage.

200 mm dia Hume Pipe

Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately

Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) (PCC M20 for Kerb cast in situ)

Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) (PCC M20 for Kerb Cast in situ)

Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. Cautionary/ Warning signs ( 90 cm Eq. triangle)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 60 cm circular

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 90 cm high Octagon

Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) (Up to 10 cm in width )

Road Delineators (Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.) a) delineators

Providing Steel Bollards 18% GST Extra (Quatotaion attached) (@ 1 m c/c)

7 mtr Pole, for Street Light on Median (@ 30 m c/c), Round Pole 7mtr. Round Pole : Powder coated GI Ms pipe, Base plate welded.

25W post Top for Street Light on Median (@ 30 m c/c) and street light at edge (@30mm c/c)

For Pole Arm for Street Light on Median (@ 30 m c/c) and street light at edge (@30mm c/c)

Lithium phosphate battery 36AH for Street Light on Median (@ 30 m c/c) and street light at edge (@30mm c/c)

Solar Module 50W (2Nos) for Street Light on Median (@ 30 m c/c) and street light at edge (@30mm c/c)

Installation charge for Street Light on Median (@ 30 m c/c) and street light at edge (@30mm c/c)

5 mtr Pole for Street Light at Edge (@ 30 m c/c) 5m tubular pole 0.00 - 88.9 thinkness 3mm base plate 250×250×12mm with PV painted.

Providing and errection sign with corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of sheeting of encapsulated lense type with vertical and letral clearance given in clause 802.2 and 802.3 nd installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plan (Truss & Vertical supprot)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC M-20)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Fixing of reflective Sheeting including all cost of material and fitting charge complete works

BRIDGE (Excavation for strucutres ) 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.(Ordinary soil) (Mechanical means) (Depth upto 3 m)

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.(Ordinary Rock ( \not requiring blasting))(Mechanical Means)

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.(PCC Grade M15) PCC Grade M15 using batching plant & Concrete pump

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.(RCC Grade M35)(RCC Grade M35 using batching plant,transit mixer & Concrete pump)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Carrying out confirmatory boring for soil investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification.

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PCC Grade M15 using batching plant & manual placing)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (Grade-M30)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications (RCC Grade M35) Height upto 5m

Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (Granular Material)

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.(Stone/Boulder)

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

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification( RCC/PSC Grade M35) ( Using Batching Plant, Transit Mixer and Concrete Pump) (For solid slab super-structure) (Height 5m to 10m)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC/PSC Grade M35) (Height above 10m) For Crash barrier

Steel pipe 50mm external dia as per IS 1239

M.S. Clamps

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

(Strip Seal Expansion Joint) Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Drainage Spouts complete as per drawing and Technical specification

(Mastic Asphalt ) Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.

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

Removal of stumps and roots including backfillinbg with suitable material to required compaction Removal of stumps, roots, stacking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit. Girth from 300mm to 600mm.

Removal of stumps and roots including backfillinbg with suitable material to required compaction Removal of stumps, roots, stacking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit. Girth from 600mm to 900mm

Removal of stumps and roots including backfillinbg with suitable material to required compaction Removal of stumps, roots, stacking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit. Girth from 900mm to 1800mm.

Removal of stumps and roots including backfillinbg with suitable material to required compaction Removal of stumps, roots, stacking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit. Girth above 1800mm

Add 18 % GST (in Basic Rate must fill 0.18)

Add 1% Labour Cess (in Basic Rate must fill 0.01)

ms m and s company