Reconstruction Work of Hathmari to Hatigarh Road (Total Length-1.975 Km) under Road Division, Sahibganj

Amount

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. By Mechanical means using dozer RCDSOR 2.03 (i) A

Cutting of trees, removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres. Girth from 300mm to 600mm. RCDSOR 2.01 (A+B)

Cutting of trees, removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres. Girth from 600mm to 900mm. RCDSOR 2.01 (A+B)

Cutting of trees, removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres. Girth from 900mm to 1800mm. RCDSOR 2.01 (A+B)

Cutting of trees, removal of stumps and roots of trees Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres. Girth above 1800mm. RCDSOR 2.01 (A+B)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Bituminous course by mechanical means)RCDSOR 2.5 (ii) A

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 transporting to the embankment location within all lifts and lead upto 1000 m. RCDSOR 3.06 (i)

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. RCDSOR 3.17

Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. RCDSOR 3.16

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. RCDSOR 3.18

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, apreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. RCDSOR 4.01 B (v)

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 paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. RCDSOR 4.14 B

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. RCDSOR 5.01 A (i)

Tack Coat on Bituminous suraces 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. RCDSOR 5.02 (i)

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. RCDSOR 5.02 (ii)

Dense graded Bituminous Macadam Grading -II with VG-630 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 @ 4.5 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. RCDSOR 5.04 A B

Bituminous concrete Grading-II with VG-30 Bulk Bitumen, Providing and laying bituminous concrete with higher capacity bath 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-30 Bulk Bitumen. RCDSOR 5.05 A B

Retro-Reflectorised Traffic Signs, Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed cover 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium compsite materialk sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm 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 below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (ii) 90 cm equalateral triangle. RCDSOR 8.04 (ii)

Retro-Reflectorised Traffic Signs, Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed cover 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium compsite materialk sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm 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 below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (xiii) 60 cm x 60 cm rectaungular. RCDSOR 8.04 (xiii)

Retro-Reflectorised Traffic Signs, Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed cover 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium compsite materialk sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm 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 below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (x) 80 cm x 60 cm rectangular. RCDSOR 8.04 (x)

Retro-Reflectorised Traffic Signs, Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed cover 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium compsite materialk sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm 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 below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (xii) 60 cm x 45 cm rectangular. RCDSOR 8.04 (xii)

Retro-Reflectorised Traffic Signs, Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed cover 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium compsite materialk sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm 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 below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (viii) 60 cm circular. RCDSOR 8.04 (viii)

Retro-Reflectorised Traffic Signs, Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed cover 2mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium compsite materialk sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm 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 below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (xv) 90 cm heigh octagonal. RCDSOR 8.04 (xv)

Direction and Place Identificatioin Signs upto 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, 2mm thick or Aluminium composite material sheet with over all thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundatioin with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. RCDSOR 8.05

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, 2mm thick or Aluminium composite material sheet with over all 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, 3.2 mm thickness and 4.5 m meter total height 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. RCDSOR 8.06

Printing New Letter and Figures of any Shade, Printing new letter and figures of any shade with synthetic enamel paing black or any other approved color to give an even shade. RCDSOR 8.03 (ii)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface, Providing and laying of hot applied thermplostic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from steaks and holes. RCDSOR 8.13

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. RCDSOR 8.11 (i) Over 10 cm in width

Kilometre Stone, Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. RCDSOR 8.14 (ii) Ordinary KM stone

Road Delineators, Supplying and installation of delineators (Road way indicators, hazard marker, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100mm 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. RCDSOR 8.15

Solar Powered Road Marker (Solar-Stud), Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with cirulcar 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 13635 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 blinking in 1 Hz. There should be current lossess of less than 20 microamperes at 2.4 V in sleep charging mode to enhance 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 10mm x 100mm x 100mm. Also the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not be less than 100mm respectively. The weight of the marker shall not be less than 100mm 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. RCDSOR 8.35

Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting or encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and 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 plans & as per IRC : 67. RCDSOR 8.07 (A)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M20. RCDSOR 12.8 C Case-I

Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. RCDSOR 12.42

Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I. NS

Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10m high spaced 40m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation). RCDSOR 8.27 (ii)

Earthwork 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. RCDSOR 12.01 B (i)

Plain/Reinforced Cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M15. PCC Grade M15 using batching plant and concrete pump. RCDSOR 12.08 A Case I

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications. RCDSOR 13.05 F (p)

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications. RCDSOR 13.06

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concret, 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 all lifts and lead of 1000 metres. RCDSOR 2.04 (i) II A

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. RCDSOR 2.5 (ii) A

Excavation for structures, Earthwork in excavation of foundation of structures as per drawing and technical specifications, 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. RCDSOR 15.01 (i)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smalller 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. RCDSOR 15.24

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications. RCDSOR 15.23 (A) Granular material

Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 using batching plant & concrete pump. RCDSOR 15.11 (A) Case-I

Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications. RCC Grame M25 using batching plant, transit mixer & concret pump. RCDSOR 15.12 (B)

Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications. RCC Grame M20 using batching plant, transit mixer & concret pump. RCDSOR 15.12 (A)

Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M25 using batching plant & concrete pump. RCDSOR 15.11 (E) Case-I

Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications. RCDSOR 15.13

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12mm, 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. RCDSOR 14.06

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. RCDSOR 16.01

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 1V:20 H towards drawing face. Complete as per drawing and technical specifcations. RCDSOR 13.08

Flexible Apron : Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. RCDSOR 16.11

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. RCDSOR 16.04 (A) Stone/Boulder

Filter media below stone pitching behind return wall (semi arc) along flexible apron.

Add 18% GST (In Basic Rate must fill 18)

Add 1% Labour Cess (In Basic must Rate fill 1)

M/S OM PRAKASH BAJAJ

M/S Bhagwan Stone Works