Strengthening And Widening / Reconstruction Work Of Jharia To Baliapur Road (Mdr 047) (Total Length 11.440 Km) Under Plan Head For The Year 2021-22.

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.(a) Girth 0.30m to 0.60m

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.(b) Girth 0.60m to 0.90m

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.(c) Girth 0.90m to 1.80m

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (d) Girth > 1.80 m

Dismantling of existing structures like culverts, bridges, 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 Cement concrete M-10

Dismantling of existing structures like culverts, bridges, 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 Cement concrete M-15 & M-20

Dismantling of existing structures like culverts, bridges, 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 Prestressed / Reinforced cement concrete grade M-20 & above

Dismantling of existing structures like culverts, bridges, 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 Brick work In cement mortar

Dismantling of existing structures like culverts, bridges, 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 Rubble stone masonry in cement mortar.

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 Bituminous courses

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately cement concrete pavement

(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

Excavation for roadwork in soil with hydraulic excavator of0.9 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 Including Royalty etc@ Rs. 27.48 per cum, cost of watering, rolling & compaction. Road work = 61114.00 cum JN At CH 11462 = 1207.48 cum T or Y JN = 3816.16 cum Minor JN = 995.52 cum JN At CH 1950 = 723.86 cum JN At CH 9540 = 941.95 cum Total = 68798.97 cum

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 Rolling with vibratory roller Road work = 1352.63 cum

Construction of embankment with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)Rolling with vibratory roller. T or Y minor JN work = 1758.58 cum

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) Rolling with vibratory roller Road work = 12885.02 cum JN At CH 11462 = 727.82 cum T or Y JN = 2435.70 cum Minor JN = 600.06 cum JN At CH 1950 = 447.48 cum JN At CH 9540 = 567.78 cum Total = 17663.86 cum

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material Rolling with vibratory roller Road work = 16087.44 cum JN At CH 11462 = 222.58 cum T or Y JN = 703.34 cum Minor JN = 183.51 cum JN At CH 1950 = 98.71 cum JN At CH 9540 = 173.63 cum Total = 17469.21 cum

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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) With Vibratory Roller Road work = 11279.34 cum JN At CH 11462 = 278.22 cum T or Y JN = 879.29 cum Minor JN = 229.38 cum JN At CH 9540 = 160.70 cum Total = 12826.93 cum

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. Road work = 2697.52 cum JN At CH 1950 = 85.13 cum Total = 2782.65 cum

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 provision of contraction, expansion, construction 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 Road work = 5237.90 cum JN At CH 1950 = 170.257 cum Total = 5408.157 cum

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Road work = 98065.12 cum JN At CH 11462 = 1112.89 cum T or Y JN = 3517.16 cum Minor JN = 917.52 cum JN At CH 9540 = 642.795 cum Total = 104255.485 cum

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/granular surface cleaned with mechanical broom. Road work = 190417.70 cum JN At CH 11462 = 2225.77 cum T or Y JN = 7034.32 cum Minor JN = 1835.04 cum JN At CH 9540 = 1285.59 cum Total = 202798.44 cum

(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 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. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen. for GradingII(19 mm nominal size) Road work = 9044.84 cum JN At CH 11462 = 105.72 cum T or Y JN = 334.19 cum Minor JN = 87.15 cum JN At CH 9540 = 61.07 cum Total = 9632.97 cum

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 @ 5.2 to 5.4 % 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. 509 complete in all respects) with Bulk VG30 Bitumen. (i) for Grading-II ( 10 mm nominal size ) Road work = 3876.23 cum JN At CH 11462 = 44.52 cum T or Y JN = 140.76 cum Minor JN = 36.69 cum JN At CH 9540 = 25.71 cum Total = 4123.85 cum

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 CM Equilateral Triangle -W

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 CM Equilateral Triangle -W

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 CM Circular -M

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 CM X 60 CM Rectangular

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 CM X 45 CM Rectangular

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 CM X 60 CM Square

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 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 asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

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 stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Road work = 251.67 cum Culverts = 513.07 cum Total = 764.74 cum

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.) Road work = 4650.00 cum JN At CH 11462 = 30.00 cum T or Y JN = 527.62 cum Minor JN = 45.00 cum JN At CH 1950 = 15.00 cum JN At CH 9540 = 37.50 cum Total = 5305.12 cum

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm 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 galvanised 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 810) Metal Beam Crash Barrier

Rumble strip at sharp bend on the alignment

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 requirements and approved plans) Truss and Vertical Support 2 No full gantry - 7.00 MT 2 No Half gantry - 4.50 MT Total- 11.50 MT

Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I . 2 No full gantry - 142.80 M2 2 No Half gantry - 42.00 M2 Total- 184.80 M2

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 using concre mixer 2 No full gantry - 10.00 M3 2 No Half gantry - 6.00 M3 Total- 16.00M3

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications 2 No full gantry - 0.40 MT 2 No Half gantry - 0.30 MT R/W 3m = 10.261 mt R/W 5.8m = 20.72 mt Total = 31.681 mt

Excavation for Structures (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.) Drain = 12558.00 cum R/W 3m = 533.60 cum R/W 5.8m = 699.81 cum R/W S/M = 1380.00 cum JN At CH 11462 = 0.405 cum T or Y JN = 2.328 cum Minor JN = 0.607 cum JN At CH 1950 = 0.405 cum JN At CH 9540 = 0.405 cum Culverts = 6681.41 cum Total = 21856.97 cum

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 Drain = 1004.64 cum R/W S/M = 276.00 cum JN At CH 11462 = 0.162 cum T or Y JN = 0.931 cum Minor JN = 0.243 cum JN At CH 1950 = 0.162 cum JN At CH 9540 = 0.162 cum Culverts = 746.21 cum Total = 2028.51 cum

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Drain = 3556 cum

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification Drain cover Rcc Grade M-30 Drain = 1674.40 cum

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Drain = 448.28 MT

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 :20H towards drawing foce. Complete as per drawing and Technical specifications Drain = 1395 nos. R/W 3m = 109 nos. R/W 5.8m = 181 nos .Culverts = 1872 nos. Total = 3557 nos.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) R/W 3m = 50.03 cum R/W 5.8m = 63.62 cum Total = 113.65 cum

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30 R/W 3m = 251.33 cum R/W 5.8m = 359.60 cum Total = 610.93 cum

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 R/W 3m = 76.13 cum R/W 5.8m = 175.21 cum Total = 251.34 cum

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications R/W 3m = 12.287 mt R/W 5.8m = 29.279 mt Total = 41.566 mt

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and technical specification. R/W 3m = 130.50 cum R/W 5.8m = 252.30 cum R/W S/M = 516.24 cum Culverts = 555.61 cum Total = 1454.65 cum

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry R/W S/M = 849.33 cum Culverts = 1317.44 cum Total = 2166.77 cum

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry R/W S/M = 768.00 cum Culverts = 608.64 cum Total = 1376.64 cum

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20(Stone massonary Retaining wall) R/W S/M = 16 cum

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-10 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 408) Minor JN = 300.00 m JN At CH 1950 = 59.84 m JN At CH 9540 = 78.00 m Total = 437.84 m

Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407) JN At CH 1950 = 30.00 cum JN At CH 9540 = 19.50 cum Total = 49.50 cum

Single head solar blinker including 1 no. 300mm dia, blinker head (comprising of 180+ LEDs) ii) 1 No. PC housing & Mounting clamps for blinker unit iii) 1 No. 4” dia 6m height Pole duly painted in Yellow colour iv) 1 No. Battery Box v) 1 No. Solar Panel Frame vi) 1 No. 12 V, 40 W Solar Panel vii) 1 No. 12 V, 26 AH SMF Battery viii) 1 No. solar charge controller ix) Battery Backup – 2 days after full battery charge with all complete job as per specification & Direction of E/I JN At CH 11462 = 4 nos. T or Y JN = 23 nos. Minor JN = 6 nos. JN At CH 1950 = 4 nos. JN At CH 9540 = 4 nos. Total = 41 nos.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle Bridge CH 2+550 = 0.03 cum Bridge CH 0+385 = 0.05 cum Total = 0.08 cum

Excavation for Structures (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.) (i)Ordinary soil( Depth upto 3 m ) Bridge CH 2+550 = 849.21 cum Bridge CH 0+385 = 1079.55 cum Total = 1928.76 cum

Excavation for Structures (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.) (ii)Ordinary soil( Depth 3 m to 6 m ) Bridge CH 2+550 = 366.76 cum Bridge CH 0+385 = 958.44 cum Total = 1325.20 cum

Excavation for Structures (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.) (iii)Ordinary rock( not requiring blasting ) Bridge CH 2+550 = 410.76 cum

Excavation for Structures (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.) (iii)Hard rock( blasting prohibited ) Bridge CH 0+385 = 523.94 cum

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 Bridge CH 2+550 = 325.95 cum Bridge CH 0+385 = 350.70 cum Total = 676.65 cum

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-30 Bridge CH 2+550 = 426.65 cum Bridge CH 0+385 = 671.53 cum Total = 1098.18 cum

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications Bridge CH 2+550 = 23.996 cum Bridge CH 0+385 = 40.004 cum Total = 64.00 cum

Filling annular space around footing in Rock(PCC M- 15 ) Bridge CH 2+550 = 130.88 cum Bridge CH 0+385 = 84.18 cum Total = 215.06 cum

Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MOST specification. Bridge CH 2+550 = 24 m Bridge CH 0+385 = 24 m Total = 48 m

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M30. Height upto 5m Bridge CH 2+550 = 130.47 cum Bridge CH 0+385 = 181.65 cum Total = 312.12 cum

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M30. Height 5m to 10m Bridge CH 0+385 = 18.93 cum

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications Bridge CH 2+550 = 12.941 mt Bridge CH 0+385 = 18.50 mt Total = 31.441 mt

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 :20H towards drawing foce. Complete as per drawing and Technical specifications Bridge CH 2+550 = 299 nos. Bridge CH 0+385 = 384 nos. Total = 683 nos.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material Bridge CH 2+550 = 722.43 cum Bridge CH 0+385 = 1151.40 cum Total = 1873.83 cum

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and technical specification. Bridge CH 2+550 = 205.22 cum Bridge CH 0+385 = 265.18 cum Total = 470.40 cum

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 including all accessories as per drawing and Technical Specifications.Providing Tar paper bearing Bridge CH 2+550 = 172800 ccm Bridge CH 0+385 = 215040 ccm Total = 387840 ccm

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification For T beam and slab RCC M-30. Height above 10 m Bridge CH 2+550 = 135.578 cum Bridge CH 0+385 = 238.49 cum Total = 374.068 cum

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Bridge CH 2+550 = 23.27 mt Bridge CH 0+385 = 45.76 mt Culverts = 66.063 mt Total = 135.093 mt

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Bridge CH 2+550 = 19.44 cum Bridge CH 0+385 = 26.04 cum Total = 45.48 cum

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC M-40 For Crash Barrier Bridge CH 2+550 = 13.36 cum Bridge CH 0+385 = 17.90 cum Total = 31.26 cum

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Bridge CH 2+550 = 47.12 m Bridge CH 0+385 = 63.12 m Total = 110.24 m

Drainage Spouts complete as per drawing and Technical specification Bridge CH 2+550 = 6 nos. Bridge CH 0+385 = 8 nos. Culverts = 42 nos. Total = 56 nos.

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Bridge CH 2+550 = 14.49 cum Bridge CH 0+385 = 14.49 cum Total = 28.98 cum

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Bridge CH 2+550 = 28.98 cum Bridge CH 0+385 = 28.98 cum Total = 57.96 cum

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.) Bridge CH 2+550 = 32 m Bridge CH 0+385 = 32 m Total = 64 m

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) Bridge CH 2+550 = 364.54 sqm Bridge CH 0+385 = 489.04 sqm Total = 853.58.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Bridge CH 2+550 = 136.21 cum Bridge CH 0+385 = 190.09 cum Total = 326.30 cum

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 Bridge CH 2+550 = 272.41 cum Bridge CH 0+385 = 380.17 cum Total = 652.58 cum

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, 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) Rubble stone masonry in cement mortar.. Bridge CH 0+385 = 461.13 cum

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed 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 . ) 1000 mm dia Bridge CH 0+385 = 80 m

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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) Bridge CH 0+385 = 5156.25 cum

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading- II Material Bridge CH 0+385 = 281.25 cum

Reinforced cement concrete in super-structure as per drawing and Technical Specification RCC M25 Culverts = 260.48 cum

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Culverts = 36.80 cum

Plain cement concrete in various parts of the structure complete as per drawing and technical specifications. PCC M20 Culverts = 15.20 cum

Providing designation 75 A Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications Culverts = 17.28 cum

Plastering with cement mortar (1:3 ) in sub-structure as per Technical specifications Culverts = 343.52 sqm

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 Culverts = 552 m

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight Culverts = 552 m

Plain/Reinforced (RCC M-25) cement concrete in sub-structure complete as per drawing and technical specifications Culverts = 759 cum

Plain/Reinforced cement (PCC M-20)concrete in sub-structure complete as per drawing and technical specifications Culverts = 669.95 cum

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Culverts = 317.90 cum

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Culverts = 598.90 cum

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material Culverts = 857.71 cum

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Culverts = 93.24 cum

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Culverts = 176.40 cum

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) Culverts = 86.72 m

Add 12% GST (in Basic Rate must fill 0.12)

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

MANOJ KUMAR SINGH