Widening, Strengthening/ Reconstruction work of Ring Road for Digghi (Barharwa) NH-80 to Kesro (Barhait-Barharwa More) via Kumhariya-Buddi Pahar-Amberi Pahar-Chapandey Road (L-11.736 Km, C.W. - 7.0m) and Barmasiya to Maa Binduwasini Mandir Link road

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 in area of light jungle) RCDSOR 2.03 (ii) A

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of 1000 mtrs and earth filling in the depression/pit) (i) Girth from 300 mm to 600mm. RCDSOR 2.01 (A) + 2.01 (B)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of 1000 mtrs and earth filling in the depression/pit) (ii) Girth from 600 mm to 900mm. RCDSOR 2.01 (A) + 2.01 (B)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of 1000 mtrs and earth filling in the depression/pit) (iii) Girth from 900 mm to 1800mm. RCDSOR 2.01 (A) + 2.01 (B)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of 1000 mtrs and earth filling in the depression/pit) (iv) Girth above 1800mm. RCDSOR 2.01 (A) + 2.01 (B)

Dismantling of structures (Dismantling of existing structues like culvert, brides, retaining walls and other structure comprising of masonry, cement concrete, 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) By parapet, wall. RCDSOR 2.04 (ii) B

Dismantling of structures (Dismantling of existing structures like culvers, bridges, retaning wall and other structure comprising of masonry, cement concrete, 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 meters). By mechanical means. RCC Slab. RCDSOR 2.04 (i) IIB

Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. RCDSOR 2.04 (ix) B

Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000m. RCDSOR 3.06

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drrain 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. 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 bits 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, 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 power roller to achieve the desired density, complete as per clause 401. For grading V material. For GSB layer Grading-V. RCDSOR 4.01B (v)

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 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). RCDSOR 4.14B

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. RCDSOR 5.01 A (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)

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. RCDSOR 5.02 (i)

Dense Graded Bituminous Macadam Grading-II with VG-30 Bulk Bitumen (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous [email protected] per cent by weight of total mix 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 MoRTH 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 batch type HMP using crushed aggregates of specified grading, premixed with bituminous [email protected] percent of mix and filler, trasnporting 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 tangem 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. (x) 80 cm x 60 cm rectangular. RCDSOR 8.04 (x)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including providion of contraction, expansion, constructioin and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. RCDSOR 6.02

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 2 mm thick aluminium sheeting vide clause 801.3, 3mm/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 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. RCDSOR 8.04 A (ii) 90 cm equilateral triangle

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 2 mm thick aluminium sheeting vide clause 801.3, 3mm/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 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. RCDSOR 8.04 A (ii) 60 cm x 50 cm Rectangular

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. (vii) 60 cm circular. RCDSOR 8.04 (vii)

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 octagonal. RCDSOR 8.04 (xv)

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) 90 cm octagonal. RCDSOR 8.04 (xii)

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 materials sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35x35x3 mm angle mounted on a mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing. RCDSOR 8.05

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

Road marking with hog applied thermpolastic 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 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. RCDSOR 8.13

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (i) 5th kilometre stone (precast). RCDSOR 8.14 (i)

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

Painting two coats on new concrete surface (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface) RCDSOR 8.08

Type-A "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanished by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811). RCDSOR 8.23 A

Overhead signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of 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 requrements and approved plans and as per IRC:67) Truss and Vertical Support. RCDSOR 8.07A

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M20 using batching plant & manual placing. RCDSOR 12.08 C Case I

Supplying, fitting and placing un-coated 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 etc. NS

Excavatioin for Structures (Earthwork in excavation of foundatioin 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 3m. RCDSOR 12.01 B (i)

PCC 1 : 3 :6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundatioin with crushed stone aggregates 40 mm nominal size mechaically mixed, placed in foundation and compacted by vibration including curing for 14 days. RCDSOR 12.04

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M20 using batching plant, transit mixer and concrete pump. Height upto 5m. RCDSOR 13.05 E(p)

Furnishing and placing reinforced/prestessed cement concrete in super-structure as per drawing and technical specifications. RCC Grade M30 using batching plant, transit mixer & concrete pump. Height upto 5m. RCDSOR 14.01 C (i) (p)

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

Providing Steel Liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing. RCDSOR 12.22

Furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and Technical Specification. RCDSOR 14.01 C (ii) (v)

Plain/Reinforced cement concrete in open foundation complete as per drawing and techncial specifications. PCC Grade M15 using batching plant, transit mixer & concrete pump. RCDSOR 12.08 A Case I

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and technical specifications. Random Rubble Masonry. RCDSOR 12.07 B

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M20 using batching plant, transit mixer & concrete pump. Height upto 5m. RCDSOR 13.05 B (p)

Furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specifications. RCC Grade M25 using batching plant, transit mixer & concrete pump. Height upto 5 m. RCDSOR 14.01 B (i) (p)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry. RCDSOR 13.04 A

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirments laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm 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 drawing and technical specification. RCDSOR 13.10

Supplying, fitting and placing un-coated HYSD bar reinforcement in super -structure complete as per drawing and technical specifications. RCDSOR 14.02

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 specifications. RCDSOR 13.08

Providing Tar Phelt cushion under the deck slab -do- all complete job. NS as per TS

Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specificaitons. RCDSOR 14.17 (iii)

Brick maasonry work in 1:3 in sub structure complete excluding pointing and plastering, as per drawing and Technical specifications. RCDSOR 13.01

Providing and filling joint sealing compound as per drawing and technical specifications with coarse sand and 6% bitumen by weight. RCDSOR 14.17 (iv)

Numbering and writing the culvert no. etc. -do- all complete. NS as per RCDSOR 80.05 F (P)

Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specificatons. RCDSOR 14.04

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M25 using batching plant, transit mixer & concrete pump. RCDSOR 15.11E Case I

Providing and laying flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3. RCDSOR 16.08 A

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

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material. RCDSOR 13.09 A

PCC M15 Grade levelling coarse below approach slab complete as per drawing and technical specifications. PCC Grade M15 using batching plant, transit mixer & concrete pump. RCDDSOR 14.10 Case I

Reinforced cement concrete approach slab including reinforcement complete as per drawing and technical specifications. RCDSOR 14.11

Drainage spouts complete as per drawing and technical specifications. RCDSOR 15.17

Construction of RCC railing of M30 Grade in situ with 20mm nominal size aggregates, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. RCDSOR 14.07

Back fillling behind abutment, wing wall, return wall complete as per drawing and technical specifications. RCDSOR 13.09 B

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 specifications. RCDSOR 16.01

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. RCDDSOR 16.04A

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. RCDSOR 16.05

Laying Reinforced Cement Concrete Pipe NP4/prestressed concrete pipe on first class bedding in single row. (Laying reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 1200mm dia. RCDSOR 9.04 B

Pointing with cement mortar (1:3) on brick work in substructure as per Technical specifications. RCDSOR 13.02

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications. RCDSOR 13.03

Levelling coarse for pile cap (Providing and laying of PCC M15 levelling coarse 100mm thick below the pile cap. PCC Grade M15 using batching plant, transit mixer & concrete pump. RCDSOR Case I

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M30 using batching plant, transit mixer & concrete pump. RCDSOR 12.40 C Case I

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30 using batching plant, transit mixer & concrete pump. RCDSOR 13.05 G (p) Case I

Bored case-in-situ M35 RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter-1200mm). RCDSOR 12.25

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRTH specifications complete in including all accessories as per drawing and Technical Specifications. RCDSOR 13.16

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.) RCDSOR 14.21

Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specification. RCDSOR 13.5 B

Reinforced cement concrete approach slab including reinforcement complete as per drawing and technical specifications. RCDSOR 14.11

Confirmatory Boring with drilling machine.

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

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