Widening and Strengthening of road from km 0/0 to 13/8 of Thimmanayunipeta - Ankireddypalli road in Nandyal District

Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete for finished item of work as per MoRT&H specification 301 (5th Revision) and as directed by the Engineer-in-Charge.

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete for finished item of work for trench cutting as per MoRT&H specification 301(4.615th Revision) and as directed by the Engineer-in-Charge (excluding seigniorage charges)

Excavation in hilly areas in hard rock requiring blasting by mechanical means for road cutting, complete including trimming of slopes for finished item of work as per MoRT&H specification 301 (5th Revision) and as directed by the Engineer-in-Charge duly disposing off excavated earth on valley side.

Forming embankment with excavated earth obtained from trench cutting by mechanical means up to 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 the requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and (excluding seigniorage) charges, 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).

Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3

Forming sub grade 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.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, 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.

Providing and applying prime coat with bitumen emulsion (CSS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 (Bulk) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface treated with primer, 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 (before laying BM).

Providing and applying tack coat with bitumen VG-10 (Bulk) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous 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 (before laying BC).

Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using HBG crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) 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 with sensor control 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 opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision) .

Providing 30mm thick compacted Bituminous Concrete with 100-120 TPH Batch Type Hot Mix Plant using HBG crushed aggregates of Grading – 2 as per table 500-17, premixed with Bituminous binder of VG 30 Grade as per jobmix formula with a minimum of 5.4% by mass of total 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 with Danish Fiber Technology at the rate 500 gr per Tonne of mix

Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete for finished item of work as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

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 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).

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.

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement

Vibrated cement concrete M 35 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 MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

Providing Uncoated Mild Steel bars ( Fe-250 ) 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 specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for CC Pavement

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,placing them in position etc., complete including all handling charges and operational charges etc., and including over lapping welding if required etc., complete 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) Specification Section Nos 1600 & 2100 and as per I.S: 1786 of 1985 for Tie Bars for CC Pavement

Providing 25mm Mastic pads for expansion joints of approved quantity inlcuding cost, conveyance and placing in position etc., complete as directed by Engineer-In-Charge

Contraction sawn joint groove (using diamond studded blades )3 to 5 mm wide and 1/4 to 1/3 depth of the slab + or - 5mm or as stibulated in the drawings and dowel bars complying with clause 602.6.5 of specifications for road and bridge works (third revision) published new delihi in 1995 by IRC on behalf of Government of India ,Ministry of surface transport as directed in the drawings. The contraction joint shall be cut as soon as the concrete as undergone initial hardening and as hard enough to take the load of joint sawing machine with out causing damege to the slab.The joint ceiling compound shall be hot poured bitumen type having flexibility ,resistancce to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2)with all lead & lift including cost and conveyance of all materials etc ,complete for 50 mm depth.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m (by mechanical means in cement concrete grade M-15 & M-20) as per MoRTH specification 202, 2.4 II (A) (5th revision).

Providing Vibrated Cement Concrete (1:4:8) mix using 40 mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 (5th Revision) for base course of drains.

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) 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 operational charges of T&P etc., complete as per MoRT&H Specification 1500, 1700, 2200 (5th Revision) for drain bottom and walls (900 mm wide drain).

Vibrated reinforced cement concrete M 20 grade using 20 mm & 10 mm HBG crushed stone aggregate 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 as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2200 (5th revision) for cover slabs over side drains.

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2300 (5th revision) and as per I.S. 1786 of 1985 for Sub structure (drain cover slabs).

Providing, laying reinforced cement concrete Hume pipes of 300 mm dia., NP-4 class for pipe culverts including cost and conveyance of pipes etc., complete and labour charges for laying and jointing of 300 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 for finished item of work for CC roads in village limits.

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 excavation 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

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for leveling course

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, 2200 (5th Revision) for Sub structure .

Filling in between body walls with gravel including cost and conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 & 2907 (5th Revision) and as per Drawing and technical specifications for finished item of work.

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Providing Painting Two coats with synthetic enamel paint Ist grade including cost and conveyance of all materials, sales and other taxes on all materials to site and labour charges as directed by the departmental officers during execution etc., complete for finished item of work.

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 excavation 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

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for leveling course

Vibrated reinforced cement concrete M 20 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 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 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for foundations of curtain walls and toe wall.

Vibrated reinforced cement concrete M 25 grade using 20 mm & 10 mm HBG crushed stone aggregate including cost, conveyance of all materials to site and labour charges, centering, mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1500, 1600, 1700 & 2100 for foundations.

Vibrated reinforced cement concrete M 25 grade using 20 mm & 10 mm HBG crushed stone aggregate including cost, conveyance of all materials to site and labour charges, centering, mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1500, 1600, 1700 & 2200 for sub structure (height 0 to 5 m).

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S. 1786 of 1985 for sub structure of R.C.C items (Fe-500 as per estimate).

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S. 1786 of 1985 for foundations (Fe-500 as per estimate).

Providing weep holes in VCC abutments, return walls and wing walls with 100 mm diameter AC pipe extending through the full width of the structure at 1.00 m c/c in both horizontal and vertical direction so that the weep holes in each horizontal direction are staggered from those above and below, including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work as per MoRT&H specification 2706 & 2200 (5th Revision).

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 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 the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance and all labour charges as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.

Vibrated reinforced cement concrete M 20 grade using 20 mm & 10 mm HBG crushed stone aggregate 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 as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2200 (5th revision) for apron.

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall including cost and conveyance of materials to site and labour charges for packing the stones etc., complete as per MoRT&H specification 2507.2 (5th revision).

Providing SS revetment 300 mm thick with rough stone of not less than 300 mm size including cost and conveyance of materials to site and labour charges for packing the stones etc., complete as per MoRT&H Specification 2504 (5th Revision) for pitching of slopes.

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.

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 excavation 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

Providing Vibrated Cement Concrete (1:3:6) mix using 40 mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500, 1700, 2100 (5th Revision) for base course below raft foundation.

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) 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 operational charges of T&P etc., complete as per MoRT&H Specification 1500, 1700, 2100 (5th Revision) for footings.

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) 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 operational charges of T&P etc., complete as per MoRT&H Specification 1500, 1700, 2200 (5th Revision) for sub structure.

Vibrated reinforced cement concrete M 20 grade using 20 mm & 10 mm HBG crushed stone aggregate 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 as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2200 (5th revision) for bed blocks & backing walls (sub-structure).

Vibrated reinforced cement concrete M 25 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 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 specification 1500,1600,1700 & 2300 (5th revision ) and as directed by the Engineer-in-Charge for Deck slab.

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2300 (5th revision) and as per I.S. 1786 of 1985 for sub structure of R.C.C items.

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2300 (5th revision) and as per I.S. 1786 of 1985 for super structure of R.C.C items.

Providing weep holes in VCC Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision).

Back filling behind Abutments with gravel including cost ,conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 (5th Revision) 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 athickness of not less than 600mm 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 and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.

Supplying and fixing of CI Drainage spouts complete as per MoRT&H specification No. 2705 (5th Revision) and as per drawing Sd/205.

Cost and supply of Mastic pads 25.40 mm thick ilncluding cost and conveyance of mastic pads to the required size and fixing in position etc., complete as directed by the Engineer-in-charge

Providing Painting Two coats with synthetic enamel paint Ist grade including cost and conveyance of all materials, sales and other taxes on all materials to site and labour charges as directed by the departmental officers during execution etc., complete for finished item of work.

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 MoRTH specification 2503.2 (5th revision)

Dismantling of existing structures like Stone Masonry in Cement Mortar by mechanical means including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m as per MoRTH specification 202, 2.4 III (B) (5th revision).

Dismantling of existing structures like culverts , bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work , steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m ( By Mechanical means in Cement concrete grade M-15 & M-20) as per MoRTH specification 202 , 2.4 II (A) (5th revision)

Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete for finished item of work as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

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.

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse..on) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.

Vibrated cement concrete M 35 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, (excluding seigniorage) 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 MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

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 specification 1600 &2100 (5th revision) and as per I.S.1786 of 1985 for Tie bars of CC Pavement

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) 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 operational charges of T&P etc., complete as per MoRT&H Specification 1500, 1700, 2200 (5th Revision) for sub structure (body walls).

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m (by mechanical means in cement concrete grade M-15 & M-20) as per MoRTH specification 202, 2.4 II (A) (5th revision).

Vibrated reinforced cement concrete M 20 grade using 20 mm & 10 mm HBG crushed stone aggregate 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 as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2200 (5th revision) for guide posts.

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2300 (5th revision) and as per I.S. 1786 of 1985 for super structure of R.C.C items (guide posts, 10 mm dia 4 Nos per post).

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 - in ordinary soils using machinery upto 3 m (excluding dewatering).

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 - in SDR below sill level (excluding dewatering, upto 3.0 m depth).

Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Vibrated reinforced cement concrete M 20 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 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 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for footings of abutments, piers & wing walls.

Vibrated reinforced cement concrete M 20 grade using 20 mm & 10 mm HBG crushed stone aggregate 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 as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500, 1600, 1700 & 2200 (5th revision) for sub structure.

Vibrated reinforced cement concrete M 20 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 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 (4th revision ) and as directed by the Engineer-in-Charge for sub structure of bed blocks of abutments & piers and backing wall of abutments.

Vibrated reinforced cement concrete M 25 grade using 20 mm & 10 mm HBG crushed stone aggregate including cost, conveyance of all materials to site and labour charges, centering, mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1500, 1600, 1700 & 2300 for deck slab.

Vibrated reinforced cement concrete M 40 grade using 20 mm & 10 mm HBG crushed stone aggregate including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., complete as per approved drawings but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 811, 1500, 1700 & 2300 (5th revision) for crash barrier.

Vibrated reinforced cement concrete M 30 grade using 20 mm & 10 mm HBG crushed stone aggregate including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., complete for finished item of work as per drawing SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600, 1700 & 2702 (5th Revision) for wearing coat over deck slab.

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S. 1786 of 1985 for foundations of R.C.C items.

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S. 1786 of 1985 for sub structure of R.C.C items.

Providing HYSD bars (Fe-415) 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 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 and as per MoRT&H specification 1600 & 2300 (5th revision) and as per I.S. 1786 of 1985 for super structure of R.C.C items.

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.

Back filling behind abutments with gravel including cost, conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78 and as per MoRT&H Specification No. 2200 (5th Revision) 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 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 the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance and all labour charges as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.

Providing weep holes in VCC Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision)

Supplying and fixing of CI Drainage spouts complete as per MoRT&H specification No. 2705 (5th Revision) and as per drawing Sd/205

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). for diversion road

Providing, laying reinforced cement concrete Hume pipes of 1000 mm dia., NP-4 class for pipe culverts including cost and conveyance of pipes etc., complete and labour charges for laying and jointing of 1000 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 for finished item of work for diversion road.