Reconstruction Of 2 Lane Road From Brahmandiha More (GT Road) To Khario More Via Hirapur - Matari - Pakerberha - Lodwadih - Jhagrahi - Mohanpur - Tursabad (Total Lenth -11.566 Km) Under Plan Head For The Year 2024-25.

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.

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 up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth 0.3m to 0.6m

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 up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth 0.6m to 0.9m

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 up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth 0.9m to 1.8m

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 up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth above than 1.8m

Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately IN ROAD = 352.8 CUM IN BOX CULVERT = 2.68 CUM TOTAL = 355.48 CUM

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 IN ROAD = 41056.30 CUM IN JUNCTION = 3534.20 CUM TOTAL = 44590.50 CUM

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

Construction of Embankment with Material obtained from Borrow pits. 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. IN ROAD = 126510.18 CUM IN JUNCTION = 17671.00 CUM TOTAL = 144181.18 CUM

Construction of Subgrade and Earthen 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.

Granular Sub-Base with Graded Material (Table:- 400-1) Plant Mix Method 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, spreading 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. Grading-V IN ROAD = 31666.64 CUM IN JUNCTION = 6256.60 CUM TOTAL = 37923.24 CUM

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. IN ROAD = 20878.47 CUM IN JUNCTION = 4376.75 CUM TOTAL = 25255.22 CUM

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. IN ROAD = 83513.89 SQM IN JUNCTION = 17507.00 SQM TOTAL = 101020.89 SQM

Tack Coat on Bituminous surfaces 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. IN ROAD = 80081.82 SQM IN JUNCTION = 16851.00 SQM TOTAL = 96932.82 SQM

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. IN ROAD = 83513.89 SQM IN JUNCTION = 17507.00 SQM TOTAL = 101020.89 SQM

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 binder @4.5 percent 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. IN ROAD = 5605.73 CUM IN JUNCTION = 1179.57 CUM TOTAL = 6785.30 CUM

Bituminous concrete Grading- II With VG-30 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-30 Bulk Bitumen. (i) for Grading-II IN ROAD = 3203.27 CUM IN JUNCTION = 674.04 CUM IN BOX CULVERT = 22.85 CUM TOTAL = 3900.16 CUM

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 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 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 equilateral triangle

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 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 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 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 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 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.) 80 cm x 60 cm rectangle

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 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 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 x 45 cm rectangle

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 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 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

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 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 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 octagonal

Direction and Place Identification 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, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm 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 foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

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)

Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)

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 )

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 Kilometer 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 Kilometer stone (Precast)

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.)

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 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 IN ROAD = 1269.00 CUM IN BRIDGE AT CH- 1060 = 28.31 CUM IN BRIDGE AT CH- 811 = 27.21 CUM IN BOX CULVERT = 228.33 CUM TOTAL = 1552.85 CUM

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification IN ROAD = 634.50 CUM IN BRIDGE AT CH- 1060 = 14.16 CUM IN BRIDGE AT CH- 8115 = 13.61 CUM IN BOX CULVERT = 351.76 CUM TOTAL = 1014.03 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 811)

Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m 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.)

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick 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 & as per IRC: 67)

RCC M-20 in open foundation complete as per drawing and technical specifications. IN GANTRY = 12.00 CUM

Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications IN GANTRY = 0.60 MT IN BRIDGE AT CH- 1060 = 17.39 MT IN BRIDGE AT CH- 8115 = 12.66 MT TOTAL = 30.65 MT

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

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.).Ordinary soil- Depth upto 3 m IN R / WALL = 4017.60 CUM IN BRIDGE AT CH- 1060 = 1082.72 CUM IN BRIDGE AT CH- 8115 = 776.18 CUM IN BOX CULVERT = 5003.00 CUM TOTAL = 10879.50 CUM

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. IN BOX CULVERT = 400.00 CUM IN BRIDGE AT CH- 1060 = 111.07 CUM IN BRIDGE AT CH- 8115 = 87.08 CUM TOTAL = 598.15 CUM

Back filling behind the abutment, wing wall and return wall including foundation trenches with granular material combined with all leads and lifts at site including cost of all materials, labour, tools and plants, watering, cost of water with all leads and lifts, dressingand ramming, free from grass and other loose deleterious materials likely to deteriorate, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I IN BOX CULVERT = 1567.00 CUM IN BRIDGE AT CH- 1060 = 647.90 CUM IN BRIDGE AT CH-8115 = 507.94 CUM TOTAL = 2722.84 CUM

PCC M-15 in open foundation complete as per drawing and technical specifications. IN BOX CULVERT = (476.00 + 592.24) CUM

Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications. RCC M25 IN BOX CULVERT = 242.37 + 622.92 CUM

Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. M25 Foundation IN BOX CULVERT = 972.96 CUM

Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications IN BOX CULVERT = 111.90 MT

Plain/Reinforced cement concrete for Parapet Wall etc. complete as per Drawing and Technical specifications. M20 IN BOX CULVERT = 48.38 CUM

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. IN BOX CULVERT = 399.36 CUM IN R / WALL = 1804.16 CUM TOTAL = 2203.52 CUM

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. IN R / WALL = 1725 NOS. IN BOX CULVERT = 674 NOS. IN BRIDGE AT CH- 1060 = 226 NOS. IN BRIDGE AT CH- 8115 = 181 NOS. TOTAL = 2806 NOS.

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. IN BOX CULVERT = 1188.00 CUM

Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Above 600mm to 900mm dia IN BOX CULVERT = 5.50 M

Dismantling 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. By Mechanical means Cement Concrete Grade M-15 & M-20 IN BOX CULVERT = 5.50 CUM

Providing and laying of P.C.C.M15 levelling course 100 mm thick below foundation. IN R / WALL = 200.88 CUM IN BRIDGE AT CH- 1060 = 22.79 CUM IN BRIDGE AT CH- 8115 = 20.70 CUM TOTAL = 244.37 CUM

Stone masonry work in cement mortar 1:3 in substructure complete as per drawing and technical specifications. IN R / WALL = 1780.25 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.).Weathered Rock. IN BRIDGE AT CH- 1060 = 341.91 CUM IN BRIDGE AT CH- 8115 = 310.47 CUM TOTAL = 652.38 CUM

RCC M-30 in Open Foundation complete as per drawing and technical specifications IN BRIDGE AT CH- 1060 = 303.15 CUM IN BRIDGE AT CH- 8115 = 265.10 CUM TOTAL = 568.25 CUM

RCC M-30 in Substructure complete as per drawing and technical specifications IN BRIDGE AT CH- 1060 = (161.39 + 27.30) CUM IN BRIDGE AT CH- 8115 = (129.49 + 21.59 ) CUM TOTAL = 339.77 CUM

Supplying, fitting and placing HYSD bar reinforcement in Substructure complete as per drawing and technical specifications IN BRIDGE AT CH-1060 = 25.34 MT IN BRIDGE AT CH- 8115 = 17.93 MT TOTAL = 43.27 MT

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. IN BRIDGE AT CH- 1060 = 12.915 CUM IN BRIDGE AT CH- 8115 = 12.915 CUM TOTAL = 25.83 CUM

RCC M-30 in Super Structure complete as per drawing and technical specifications IN BRIDGE AT CH- 1060 = 106.23 CUM IN BRIDGE AT CH- 8115 = 57.23 CUM TOTAL = 163.46 CUM

Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified . Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length ) IN BRIDGE AT CH- 1060 = 47.20 M IN BRIDGE AT CH-8115 = 35.20 M TOTAL = 82.40 M

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. IN BRIDGE AT CH- 1060 = 18.59 CUM IN BRIDGE AT CH- 8115 = 13.86 CUM TOTAL = 32.45 CUM

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. IN BRIDGE AT CH- 1060 = 25.83 CUM IN BRIDGE AT CH- 8115 = 25.83 CUM TOTAL = 51.66 CUM

Drainage spouts complete as per Drawing and Technical Specifications. IN BRIDGE AT CH- 1060 = 6 NOS. IN BRIDGE AT CH- 8115 = 4 NOS. TOTAL = 10 NOS.

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 Mort&H specification complete including all accessories as per drwaing and technical specifications. IN BRIDGE AT CH- 1060 = 138240.00 CCM IN BRIDGE AT CH- 8115 = 138240.00 CCM TOTAL = 276480.00 CCM

Supplying, fitting and placing HYSD bar reinforcement in Super Structure complete as per drawing and technical specifications. IN BRIDGE AT CH- 1060 = 21.34 MT IN BRIDGE AT CH- 8115 = 12.74 MT TOTAL = 34.08 MT

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. IN BRIDGE AT CH- 1060 = 25.80 M IN BRIDGE AT CH- 8115 = 25.80 M TOTAL = 51.60 M

Providing and applying 2 coats of water based cement paint to unplastered concrete surface of Crash Barrier after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. IN BRIDGE AT CH- 1060 = 78.78 SQM IN BRIDGE AT CH- 8115 = 50.31 SQM TOTAL = 129.09 SQM

CONFIRMATORY BORING. IN BRIDGE AT CH- 1060 =20.00 M IN BRIDGE AT CH- 8115 = 20.00 M TOTAL = 40.00 M

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

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

M/s Daroga Pradhan (BID ID -638165)

MS Preeti Enterprises (BID ID -638166)