Widening Strengthening Reconstruction of Ghanghri to Koleshwari Temple via Dantar Road from KM 0.00 to 10.935

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. (By manual means in area of light jungle).RCDSOR 2.03(i)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 up to a lead of 1000 mtrs and earth filling in the depression/pit.)(i) Girth from 300 mm to 600 mm.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 up to a lead of 1000 mtrs and earth filling in the depression/pit.)(ii) Girth from 600 mm to 900 mm.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 up to a lead of 1000 mtrs and earth filling in the depression/pit.)(iii) Girth from 900 mm to 1800 mm.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 up to a lead of 1000 mtrs and earth filling in the depression/pit.)(iv) Girth above 1800 mm.RCDSOR 2.01(A) + 2.01(B)

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).By mechanical means.Dismantling Stone masonry parapet,wall.RCDSOR 2.04(ii)IB

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).By mechanical means.Lime/ Cement concrete.By Manual means.Cement concrete Grade M-15 & M-20.RCDSOR 2.04(i)IB

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).By mechanical means.RCC Slab.RCDSOR 2.04(i)IIB

Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately.By mechanical means.Bituminous courses.RCDSOR 2.05(ii)A

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 alead of 1000 metres, stackiung serviceable and unserviceable materials separately.RCDSOR 4.06

Excavation for roadwork 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

Excavation for roadwork in Ordinary Rock 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 1000m.RCDSOR 3.07

Excavation for roadwork in Hard Rock (blasting prohibited) 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 1000m.Mechanical method.RCDSOR 3.08A

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

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 5.01A(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 granular 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 binder @ 4.0 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 5.04A (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 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 5.05A (B)

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.RCDSOR 6.01

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 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.RCDSOR 6.02

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thikness 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 section12 of IRC 67).RCDSOR 8.04B(x)80x60 cm

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thikness 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 section12 of IRC 67).RCDSOR 8.04B(ii) 90cm equilateral traingle

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thikness 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 section12 of IRC 67).RCDSOR 8.04B(xv) 90 cm octagonal

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thikness 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 section12 of IRC 67).RCDSOR 8.04B(xii)60x45 cm

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thikness 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 section12 of IRC 67).RCDSOR 8.04B(xii)60x60 cm

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thikness 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 section12 of IRC 67).RCDSOR 8.04B(xii)60 cm Circular

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 marerial sheet with overall thickness of 4 mm 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 60 cm, 60 cm below ground level as per approved drawing.RCDSOR 8.05

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 to IRC-79 and the drawings).RCDSOR 8.15

Supplying of solar raised pavement markers made of polycarbonate molded body with circular shape,solar powered,LED self illumination in active mode 350 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D4280.The marker hould 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.Colour 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 loss of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge shoule provide for a minimum autonomy of 50 hours.The height,width and length of the marker shall not be less than 10mmx100mmx100mm.Also,the surface diameter of the marker shall not be less than 100 mm respctively.The weight of the marker shall not exceed 0.5 kilograms.Fixing will b by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive and complete as dircted by the engineer.RCDSOR 8.35

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.)RCDSOR 8.13

Reinforced cement concrete M15grade 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 M15grade 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)

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). RCDSOR 8.03(ii)

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).RCDSOR 8.23A

Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409). RCDSOR 8.01(ii)

Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ Cement concrete/ PVC, closely jointed, perforations ranging from 3mm to 6mm depending upto size of material surrounding the pipe, with 150 mm bedding below the pipe and 300mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site. RCDSOR 3.28

Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel. RCDSOR 4.19

Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings). RCDSOR 8.20

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)

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 & 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 12.08C 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

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.Mechanical means.Depth upto 3m.RCDSOR 12.01 1B (i)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary rock (not requiring blasting).Mechanical means. RCDSOR 12.01 II B

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.Hard rock ( blasting prohibited).Mechanical means. RCDSOR 12.01 IV A

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

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

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

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

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 5m.RCDSOR 14.01 B(i)(p)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.RCDSOR 14.04

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)

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

Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications.RCDSOR 13.01

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 :20H towards drawing foce. Complete as per drawing and Technical specifications.RCDSOR 13.08

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

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).RCDSOR 8.08

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.RCDSOR 13.10

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

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.RCDSOR 14.17(iii)

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

Numbering and writing the culvert no. etc. -do-do- all complete. NS as per TS.

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.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 & concrete pump.Height upto 5m.RCDSOR 13.05 E(p)

Furnishing and placing reinforced/prestressed 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

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M30 using batching plant,transit mixer & concrete pump.RCDSOR 12.08G 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

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(q) Case I

PCC M15 Grade levelling course below approach slab complete as per drawing and technical specifications.PCC Grade M15 using batching plant,transit mixer & manual placing.RCDSOR 14.10 Case II

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC/PSC Grade M35.For T-beam & slab, 23-33 per cent of (a+b+c).RCDSOR 14.01 D (ii)(p)

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 ). RCDSOR 14.15B

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

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. RCDSOR 13.16

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

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

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.RCDSOR 16.04A

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.RCDSOR 16.05

Confirmatory Boring

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 sqm. RCDSOR 14.16

Levelling course for Pile cap (Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap.PCC Grade M15 using batching plant,transit mixer & concrete pump.RCDSOR 12.41 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

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

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.RCDSOR 12.22

Add 18 % GST :

Add 1% Labour Cess:

UNIVERSAL AGENCY RAMGARH PRIVATE LIMITED (BID ID -640660)

MS MANISHA CONSTRUCTION (BID ID -640259)

BANSHIDHAR CONSTRUCTION PRIVATE LIMITED (BID ID -639554)