Construction of Major Bridge across Penna River from Km 16/0 to 16/6 and Improvements to road from Km.13/6 to 21/6 of Kuderu - Ramasagaram road (via) Jayapuram, Budagavi and Ramasagaram cross road in Anantapuramu District

Clearing and Grubbing Road Land .(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 metres and earth filling in the depression/pit. (Girth from 300 mm to 600 mm for TCS1 & TCS-3)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and sideslopes, inaccordance with requirements of lines, grades and cross sections, andtransporting to the embankment location within all lifts and lead upto 1000mExcavation for roadwork in soil with hydraulic excavator of 0.9 cumbucket capacity including cuttingand loading intippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to theembankment locationwithinall liftsand lead upto 1000m complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Forming embankment with Side earth by mechanical means upto SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th Revision) (Payment will be made based on level for finished item of work).

Forming Subgrade with borrowed useful selected soils having MDD of not less than 1.75 gm/ CC and CBR not less than 10, from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 305 (Payment will be made based on level for finished item of work).

Forming shoulders with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechnical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MORT&H including all hire and operational charges of T&P , complete for finished item of work as per MORT&H specification 305 (5th revision) (Payment will be made based on levels for finished item of work)

Construction of Granular sub-base by providing HBG material confirming to Grading -V of MoRT&H Table 400-1 including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th Revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost, of all materials and 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 base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th Revision) for finished item of work. (Payment based on levels for finished item of work)

Providing and applying primer coat with bitumen emulsion (CSS1) 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 as per MoRT&H specification clause No.502 and as directed by the Engineer-in-Charge.

Providing and applying tack coat with bitumen 80/100 VG10 (Bulk) using pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th Revision) and as directed by the Engineer-in-Charge.

Providing and applying tack coat with bitumen 80/100 VG10 (Bulk) using pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th Revision) and as directed by the Engineer-in-Charge.

Providing and laying 50 mm thick Bituminous Macadam with Batch Mix Hot Mix Plant, 100-120 TPH producing an average output of 75 tonnes per Hour using HBG crushed aggregates of Grading-II as per table 500-7 of MoRT&H (5th Revision) Specification 504 premixed with bituminous binder of VG-30 grade @ 3.4% by weight of total mixture, transported to site, laid over a previously prepared surface with hydrostatic paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary etc., complete and as per MoRT&H (5th Revision) Specification Clause No. 504

Providing and laying 30 mm thick Bituminous Concrete with Batch Mix Hot Mix Plant, 100-120 TPH producing an average output of 75 tones per Hour using hard blasted granite crushed aggregates of Grading–II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG-30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher 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 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavated earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Reinforced Cement Concrete M-35 Grade using Concrete Batching Plant, for Bored Cast-in-situ Pile: Bored Cast-in-situ M-35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m for finished item as per MoRT&H (5th Revision) Section Nos 1100, 1700 & 2100 and as directed by the Engineer-in-Charge (Soil)

Reinforced Cement Concrete M-35 Grade using Concrete Batching Plant, for Bored Cast-in-situ Pile: Bored Cast-in-situ M-35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m for finished item as per MoRT&H (5th Revision) Section Nos 1100, 1700 & 2100 and as directed by the Engineer-in-Charge (Soft rock)

Reinforced Cement Concrete M-35 Grade using Concrete Batching Plant, for Bored Cast-in-situ Pile: Bored Cast-in-situ M-35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m for finished item as per MoRT&H (5th Revision) Section Nos 1100, 1700 & 2100 and as directed by the Engineer-in-Charge (Hard rock)

Steel Liners: Providing steel liner 6 mm thick for Piles including fabricating and setting out as per detailed drawing and as per MoRT&H (5th Revision) Specification Clause No. 1200 & 1900 and as directed by the Engineer-in-Charge

Vibrated Cement Concrete M-15 Grade for Levelling Course below pile cap, using Concrete Mixers: Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700, 2100 and as directed by the Engineer-in-Charge, for Levelling Course below Pile cap

Reinforced Cement Concrete M-35 Grade Using Concrete Batching Plant for Pile Cap: Vibrated Reinforced Cement Concrete M-35 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1100, 1500, 1600, 1700 and 2100, for Pile Cap.

Reinforced Cement Concrete M-35 Grade for Substructure using Concrete Batching Plant, upto 5 m height: Vibrated Reinforced Cement Concrete M-35 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1500, 1600, 1700 and 2200, for Substructure of Abutments, Piers, Dirt wall, Bed blocks,Return wall,Bearing pedestals, upto 5 m height.

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.

Reinforced cement Concrete M-40 Grade for RCC Girders including launching of precast girders by launching truss upto 25 m span, using Concrete Batching Plant, Height upto 5 m: Reinforced cement Concrete M-35 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos. 1500, 1600, 1700 and 2300, for for RCC Girders including launching of precast girders by launching truss upto 25 m span, height 5 to 10m.

Reinforced cement Concrete M-40 Grade for Pedastals and Seismic arrester using Concrete Batching Plant, Reinforced cement Concrete M-40 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos. 1500, 1600, 1700 and 2300, for Pedastals and Seismic arrester

Reinforced cement Concrete M-35 Grade for Deck Slab of using Concrete Batching Plant, Height 5 to 10 m:Reinforced cement Concrete M-35 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos. 1500, 1600, 1700 and 2300, for for Deck Slab truss upto 25 m span, height 5 to 10 m.

Reinforced cement Concrete M-35 Grade for Cross Girders, using Concrete Batching Plant, Height 5 to 10 m: Reinforced cement Concrete M-35 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) upto height 5 to 10m.

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100,2700 (5th Revision) for levelling course below approach slab.

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per Approved drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge for Approach slab.

Providing and laying 53mm thick wearing course comprising of 50mm Bituminous concrete over 3 mm thick mastic asphalt including cost of tack coat, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, all complete as per Drawings, Technical Specifications clause 507, 516 & sub clause 2702 and as directed by the Engineer in Charge

Vibrated reinforced cement concrete M 40 grade using 20mm & 10mm hard broken graded granite crushed metal (SS-5) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P and all water leads etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 809,1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Crash barrier for finished item as per approved drawing R&B/D&P/ROBs/RCC PPT/18/2010, Dtd: 29-09-2010 excluding Reinforcement.

HYSD Bars (Fe-500) for Superstructure: Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2300 and as per I.S: 1786 of 2008, for Super Structure of R.C.C items.

HYSD Bars (Fe-500) for Substructure: Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2200 and as per I.S: 1786 of 2008, for Substructure of R.C.C items.

HYSD Bars (Fe-500) for Foundations: Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2100 and as per I.S: 1786 of 2008, for Foundations of R.C.C items.

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 complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 2607 and as directed by the Engineer-in-charge.

Providing and laying of Filter Media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to 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 the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.4 of IRC:78 - 2014 and MoRT&H (5th Revision) Section No. 2200 for finished item of work

Back filling behind Abutments, Return Wall: Back filling behind Abutments, Return wall, with gravel including cost,conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 - 2014 and as per MoRT&H (5th Revision) Specification Section No. 2200 and as per Drawing and technical specifications for finished item of work

Weep Holes: 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 1V : 20H towards drawing face, complete as per drawing and technical specification as per MoRT&H (5th Revision) Specification Clause Nos 2706 and 2200.

Drainage Spouts: Providing Drainage Spouts complete as per drawing and technical specification as per MoRT&H (5th Revision) Specification Clause No. 2705 and as directed by the Engineer-in-Charge

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 and as directed by the Engineer-in-charge for Crash Barriers

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12mm, true to lineand grade, tolerance of vertical RCC post not toexceed 1in500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post forexpansion, complete as per approved drawings and technical specifications.

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 specification.

Providing and laying filter material with Gravel underneath pitching in slopes including cost and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment.

Providing and laying Jeddy stone apron with 450 mm to 600 mm size rough stone on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MoRTH specification 2503.2 (5th revision)

Vibrated cement concrete M 20 Grade Concrete using 40mm, 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Toe walls.

Earthwork excavation in soils up to SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge, for Depth upto 3 m.

Vibrated Cement Concrete M-15 Grade for Levelling Course using Concrete Batching Plant: Vibrated Cement Concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges, mixing using Concrete Batching Plant, laying in position, compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700 and 2100, for Levelling Course below foundations

Vibrated Reinforced Cement Concrete M-30 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1500, 1600, 1700 and 2100, for Retaining wall Foundations

Vibrated Reinforced Cement Concrete M-30 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1500, 1600, 1700 and 2200, for Substructure, upto 5 m height

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2100 and as per I.S: 1786 of 2008, for Retaining wall Foundations of R.C.C items.

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2200 and as per I.S: 1786 of 2008, for Retaining wall Substructure of R.C.C items.

Providing and laying of Filter Media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to 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 the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.4 of IRC:78 - 2014 and MoRT&H (5th Revision) Section No. 2200 for finished item of work

Weep Holes: 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 1V : 20H towards drawing face, complete as per drawing and technical specification as per MoRT&H (5th Revision) Specification Clause Nos 2706 and 2200.

Earthwork excavation in soils up to SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge, for Depth upto 3 m.

Vibrated Cement Concrete M-15 Grade for Levelling Course For Retaining Wall, using Concrete Mixers: Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700, 2100 and as directed by the Engineer-in-Charge, for Pipe Culverts

Providing and laying Cement concrete / Reinforced Cement Concrete in Head wall, Encasement slab... etc. including centring and shuttering but excluding reinforcement complete as per drawing and Technical Specifications Sections 1500, 1700 and 2200

Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2100 and as per I.S: 1786 of 2008, for Pipe Culverts Foundations of R.C.C items.

Back filling behind Wall: Back filling behind Walls, with gravel including cost,conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 - 2014 and as per MoRT&H (5th Revision) Specification Section No. 2200 and as per Drawing and technical specifications for finished item of work

Providing and laying filter material with Gravel underneath pitching in slopes including cost, and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment.

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.. For Flexible Apron etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

RCC Pillar M-20 grade, Size: 400x400x1000 (For Structure Numbering) etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

Printing of Culvert No. & Span arrangement etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

Printing of Culvert No. & Span arrangement etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

Earthwork excavation in soils up to SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge, for Depth upto 3 m.

Vibrated Cement Concrete M-15 Grade for Levelling Course For Box Culverts, using Concrete Mixers: Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700, 2100 and as directed by the Engineer-in-Charge, for Box Culverts

Vibrated Cement Concrete M-15 Grade for Levelling Course For Toe Wall And Curtain walls, using Concrete Mixers: Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700, 2100 and as directed by the Engineer-in-Charge, for Curtain walls

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Base slab of Box culvert.

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Sub Structure of Box culvert.

Vibrated Reinforced Cement Concrete M-30 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1500, 1600, 1700 and 2200, for Super structure, upto 5 m height

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2100 and as per I.S: 1786 of 2008, for Box Culverts Foundations of R.C.C items.

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2200 and as per I.S: 1786 of 2008, for Box Culverts Substructure of R.C.C items.

HYSD Bars (Fe-500) for Superstructure: Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2300 and as per I.S: 1786 of 2008, for Super Structure of R.C.C items.

Back filling behind Wall: Back filling behind Walls, with gravel including cost,conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 - 2014 and as per MoRT&H (5th Revision) Specification Section No. 2200 and as per Drawing and technical specifications for finished item of work

Providing and laying of Filter Media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to 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 the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.4 of IRC:78 - 2014 and MoRT&H (5th Revision) Section No. 2200 for finished item of work

Providing and laying filter material with Gravel underneath pitching in slopes including cost, and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment.

Providing and laying Jeddy stone apron with 300 mm size rough stone on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MoRTH specification 2503.2 (5th revision)

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

Flexible Apron :Construction of flexible apron 750 mm thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.. For Flexible Apron etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

Weep Holes: 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 1V : 20H towards drawing face, complete as per drawing and technical specification as per MoRT&H (5th Revision) Specification Clause Nos 2706 and 2200.

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 sqm.

Providing and laying Jeddy stone apron with 300 mm size rough stone on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MoRTH specification 2503.2 (5th revision)

Providing and laying filter material with Gravel underneath pitching in slopes including cost, and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment.

Providing and Construction of water chutes with PCC M 15 including all costs of material and concreting works as per drawing and as per the directions of the Engineer

Providing and constructing dissipation chambers at the toe of the water chutes with M 15 grade of concrete as per the drawings and Technical Specifications 1500 & 1700 as directed by the Engineer.

Providing and constructing PCC Toe Wall on either side of the carriage way as per the drawings and as directed by the engineer etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

Metal Beam Crash Barrier etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.

PCC_M15 for Metal Beam Crash Barrier etc., complete for finished item of work as directed by the Engineer-In-Charge during execution of work.