REPAIR AND REHABILITATION OF APPROACH ROAD OF ANANDAPUR BARRAGE CONNECTING TO N.H.-20, ANANDAPUR BARRAGE AND S.H.-53.

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. as per approved Drawing & Technical Specifications and as per Clause - 201 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

Dismantling of Cement Concrete with any Grade including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all cost, carriage, lead, lift, delift ,T & P, labour cess, taxes etc. complete as per approved drawings, specification and direction of Engineer-in-Charge.

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of the unserviceable material and stacking the serviceable material with all cost, carriage, lead, lift, delift ,T & P, labour cess, taxes etc. complete as per approved drawings, specification and direction of Engineer-in-Charge.

Excavation for road work by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc. interspread with boulders up to 1/2 cum size with all leads, lifts and delifts including cutting loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment locations with all lifts & leads as per approved Drawing & Technical Specifications and as per Clause - 301 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including all cost, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures watering earth fill upto OMC condition grading by motor grader and compacting by vibratory roller 8-10 tonnes in layers not exceeding 22.50cm depth to 95% dry density so as to achieve minimum dry density to meet requirement of table 300-2 and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including mobilization, demobilization ,hire and running charges of all the machineries, T&P, taxes, labours and cess etc. complete as per approved drawings, specification and direction of Engineer-in-Charge.

Construction of embankment with approved quality of materials obtained from borrow pits with all lifts and leads, transporting to side by mechanical means, spreading by dozer,watering the fill upto OMC condition, grading by motor grader and compacting by vibratory roller 8-10 tonnes in layers not exceeding 22.50cm depth to 95% dry density so as to achieve minimum dry density to meet requirement of table 300-2 and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including mobilization, demobilization ,hire and running charges of all the machineries, T&P, taxes, labours and cess etc. complete as per approved drawings, specification and direction of Engineer-in-Charge.

Construction of Subgrade & shoulders with approved quality of moorum with all lifts & leads, transporting to site, spreading, grading to required slope & compacted to meet required to Table 300-2. of MoSRT&H specification for Road & Bridge (Latest Revision) work including all cost, carriage, lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per direction of Engineer -In-Charge

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified within all lifts and leads up to 1000 Mtrs including all cost, carriage, lead, lift, delift T & P, labour cess and as per direction of Engineer -In-Charge.

Construction of granular sub-base by providing coarse graded Granular Sub-Base Grading-IV material as per table 400-1, 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 of MoSRT & H specification for Road & Bridge works including all cost labour, carriage, lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per direction of Engineer -In-Charge.

Providing, laying, spreading and compacting graded stone agreegates 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 dendity as per Clause-406 of MoSRT&H Specification for road and bridge works (Latest Revision) including all cost, labour, carriage lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per approved Drawing & Technical Specifications and direction of Engineer-In-Charge.

Providing and applying primer coat with Bitumen Emulsion using emulsion pressure distributor @0.60 Kg./ Sqm on the prepared surface of granular base including clearing of road surafce cleaned with mechanical broom as per Clause No.502 of MORT&H specification for road and Bridge works (Latest Revision) including all cost, labour, carriage, lead, lift, delift T & P, taxes and as per direction of Engineer-In-Charge.

Providing and applying tack coat with Bitumen Emulsion using emulsion pressure distributor @0.20 Kg./Sqm using on the prepared bituminous/ granular surface cleaned with mechanical broom as per Clause No.503 of MORT&H specification for road and Bridge works (Latest Revision) including all cost, labour, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge.

Providing and laying Dense Graded 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 per cent by weight of total crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 Clause 507 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) including all cost, labour, carriage, lead, lift, delift T & P, labour cess, taxes, royalty, EMF, DMF and other charges as applicable and as per direction of Engineer-In-Charge.

Providing and laying bituminous concrete 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 of 60/70 penetration grade @ 5.0% to 5.5% 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) including all cost, labour, carriage, lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per direction of Engineer-In-Charge.

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 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per Clause 601 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) including all cost, labour, carriage, lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per direction of Engineer-In-Charge. (Exact mix quantity for concrete shall be as per design mix)

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 and as per Clause 602 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) including all cost, labour, carriage, lead, lift, delift T & P, labour cess, taxes & royalty, EMF, DMF and other charges as applicable and as per direction of Engineer-In-Charge. (Exact mix quantity for concrete shall be as per design mix)

Earth work in excavation of foundation of structures as per drawing and technical specification, including dewatering ,setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all cost, carriage, lead, lift, delift T & P, labour cess and as per direction of Engineer-In-Charge

Providing and placing gravel/ moorum backing below stone pitching in road surface and slope to proper line, slope and thickness with all leads, lifts and delifts and cost of all materials, carriage, labour, royalty, EMF, DMF and other charges as applicable, cess and dewatering if required etc. complete in all respect as per drawing, specification and direction of Engineer-in-Charge.

Providing metal spall backing in the rear side of abutment and wing walls using 5cm size hard granite metal 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 be with all leads, lifts and delifts and cost of all materials, carriage, labour, royalty, EMF, DMF and other charges as applicable, cess and dewatering if required etc. complete in all respect as per drawing, specification and direction of Engineer-in-Charge.

Filling foundation and plinth with excavated materials etc including OH & T&P in excavation of foundation etc well watered and rammed below structures foundations to design level, proper grade including cost. carriage of all materials, labours, cess and T&P etc. required with all leads, lifts & delifts to complete in all respect as per drawings, specification and direction of Engineer-in-Charge.

Filling foundation and plinth with coarse sand well watered and rammed below structures foundations to design level, proper grade including cost. carriage, royalty & taxes of all materials, labours, cess, EMF, DMF and other charges as applicable and T&P etc. required with all leads, lifts & delifts to complete in all respect as per drawings, specification and direction of Engineer-in-Charge.

Providing and placing in position Cement Concrete M15 grade with 40mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface including rigid smooth centering and shuttering at all heights of culvert work for piers, abutments, wing walls, slabs etc, using required nos. of vertical and horizontal supports with joists, N.G. rails, channels and steel shuttering plates including welding, bolting with cost of all materials, royalties, EMF, DMF and other charges as applicable, labour and hire & running charges of all machineries, T&P and cess etc. with vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work including 'cost of conveyance of dismantling and disposing debries clear of work site complete to receive reinforcement grills and concrete as per drawings, specification and direction of Engineer-in-Charge.

Providing and placing in position Cement Concrete M20 grade with 20mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface including rigid smooth centering and shuttering at all heights of culvert work for piers, abutments, wing walls, slabs etc, using required nos. of vertical and horizontal supports with joists, N.G. rails, channels and steel shuttering plates including welding, bolting including 'cost of conveyance of dismantling and disposing debries clear of work site complete to receive reinforcement grills and concrete with cost of all materials, royalties, EMF, DMF and other charges as applicable, taxes, labour and hire & running charges of all machineries, T&P and cess etc. with vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and direction of Engineer-in-Charge.

Providing and placing in position Cement Concrete M30 grade with 20mm down graded crushed granite coarse aggregate of approved quality mixed in batching and mixing plant/ concrete mixer, transporting the mixed concrete manually or by mechanical means for laying in proper level and grade on approved surface includind rigid smooth centering and shuttering at all heights of culvert work for piers, abutments, wing walls, slabs etc, using required nos. of vertical and horizontal supports with joists, N.G. rails, channels and steel shuttering plates including welding, bolting including 'cost of conveyance of dismantling and disposing debries clear of work site complete to receive reinforcement grills and concrete with cost of all materials, royalties, EMF, DMF and other charges as applicable, taxes, labour and hire & running charges of all machineries, T&P and cess etc. with vibrating, finishing, curing, and clearing the site with all leads, lifts and delifts, mobilization and demobilization, site illumination for all materials and dewatering if necessary to complete the work as per approved drawings and specifications and direction of Engineer-in-Charge.

Providing, straightening, cutting, bending, binding and tying the grills, laying and placing in position the uncoated HYSD (Fe-415 or 500) grade reinforcement bars (Wastage of rods, chairs, splices, space bars, ties, hangers etc. are inclusive of this rate) and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).including lapping (or welding for higher diameter) of bars where necessary with cost, conveyance, taxes, labour cess of all reinforcement bars, binding wire, hire and running charges of equipments required for the work with all leads, lifts and delifts, handling & rehandling to complete as per approved drawings and specifications and dewatering where necessary and as directed by the Engineer-in-charge. (weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL, etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of steel has to be produced by the contractor)

Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:2 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (latest revision) including cost & conveyance of all materials, labour, T&P etc complete and as per direction of Engineer-in-Charge.

Providing, laying and fixing in position reinforced cement concrete 900mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:2 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (latest revision) including cost & conveyance of all materials, labour, T&P etc complete and as per direction of Engineer-in-Charge.

Providing weep holes in 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 with all leads, lifts and delifts to place in proper position including all cost, carriage, royalty, taxes, labour and cess etc. to complete in all respect as per specification and direction of Engineer-in-Charge.

Providing, Fitting & Fixing of Drainage Spouts in bridge slab as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (latest Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete and as per direction of Engineer-in-Charge.

Providing and placing Rough stone dry packing with the blasted and quarried hard granite stone boulders of size not less than 0.03 cum and weighing not less than 50 kg. for the pitching work or in launching apron and in slope including filling interstices with small stones and wedges to proper line, level and profile as per approved drawings and specifications with all leads, lifts, delifts etc. and cost, conveyance, labour, cess royalty, EMF, DMF and other charges as applicable, taxes of all materials and dewatering if required etc. complete as per approved drawings, specification and as directed by the Engineer-in-charge.

Supplying and fixing 15cm dia and 1.0m long of R.C.C. M20 Guard post (Precast) using 3.5 kg of steel for each guard post with BHG chips including cost of all reinforcement material centering shuttering etc including all cost, carriage, lead, lift, delift T & P, labour cess, taxes and complete as per direction of engineer in charge.

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 as per Technical Specifications and as per Clause - 803.4 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). including all cost, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge

Painting two coats with enamel paint over a coat of primer of Guardpost, Parapet etc. as per approved specifications with all leads, lifts, delifts and cost, conveyance, labour, cess, taxes of all materials etc. complete as per approved drawings, specification and as directed by the Engineer-in-charge.

Providing and fixing direction and place identification signs board with size more than 0.9 sqm of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheeting fixed over 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 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thicknness 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 including painting and lettering, all cost, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge.

Providing and fixing direction and place identification signs board with size up to 0.9 Sqm size of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheeting fixed over 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 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thicknness 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 including painting and lettering, all cost, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge.

Providing and fixing cautionary signs with size 90 Cm equilateral Triangular Board of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheeting fixed over 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 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thicknness 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 including painting and lettering, all cost, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge.

Providing and fixing Speed limit sign board with size 60 Cm circular of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheeting fixed over 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 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thicknness 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 including painting and lettering, all cost, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge.

Providing and fixing stop signs with size 90 Cm Octagonal Board of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type IV retro reflective sheeting fixed over 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 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thicknness 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 including painting and lettering, all cost, carriage, lead, lift, delift T & P, labour cess, taxes and as per direction of Engineer-In-Charge

Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine including sand bedding with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018 including all cost, carriage, lead, lift, delift T & P, labour cess, taxes & royalty and as per direction of Engineer-In-Charge.