ROAD WORK

Road Work including Median

Cutting of trees, including cutting of trunks branches and removal of stumps,roots, stacking of serviceable material with al lifts and upto lead of 1000m and earth filling in the dression/pit. Grith from 300mm to 600mm

Cutting of trees, including cutting of trunks branches and removal of stumps,roots, stacking of serviceable material with al lifts and upto lead of 1000m and earth filling in the dression/pit. Grith from 600mm to 900mm

Cutting of trees, including cutting of trunks branches and removal of stumps,roots, stacking of serviceable material with al lifts and upto lead of 1000m and earth filling in the dression/pit. Grith from 900mm to 1800mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

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 including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge. Note: The work shall be carried out as per approved Plan & Profile and Payment will be based on levels for finished item of works

Construction of Embankment with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12%, 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). Note: The work of embankment shall be carried out as per approved Plan & Profile and Payment will be based on levels for finished item of works

Construction of Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12%, 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). Note: The work of subgrade shall be carried out as per approved Plan & Profile and Payment will be based on levels for finished item of works

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) 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 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 aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge.

Providing and applying tack coat with bitumen emulsion (Rapid settting-I) (Bulk) using Emulsion 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 of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant/40-60TPH hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic sensor paver 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 including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading – 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and Hydrated lime, transporting the hot mix to work site, laying with full width paver 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

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement 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)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 440 mm high as shown in drawing in M 20 grade PCC, kerb stone laid with kerb laying machine, all complete as per clause 408

Construction of median and Island above road level with approved material deposited at site from roadway cutting and excavated. Spread, sloped and compacted as per clause 407 of MoRT&H (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 including for finished item of work as per MoRT&H specification 301(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, 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 levelling 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, (excluding seigniorage) and conveyance of all materials to site and all labour charges ,centering, 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 (5th Revision) for Sub Structure (Drain walls)

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, (excluding seigniorage) 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 cover slab over drain

Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,Jindal as approved by Ministry of Steel) 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 Drain Cover

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.

Flooring with precast terrazzo chequered tiles conforming to IS: 13801 using marble aggregates of size 10 mm , sand, marble powder, white cement pigments etc., with terrazzo topping not less than 6 mm of tiles overall size not less than 20 mm thick any coloured shades.. set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade , cost of all materials like cement, sand (with 50% river sand & 50% manufactured sand) water and tiles, overheads and contractors profit etc., complete for finished item of work.

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)

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

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 excluding seignioarge charges for finished item of work as per MoRT&H specification 304(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, 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 levelling course

Vibrated cement concrete M20 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, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, 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 .(Body walls)

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm 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, laying Reinforced cement concrete Hume pipes of 600 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm 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.

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 excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

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, (excluding seigniorage) and conveyance of all materials to site and all labour charges ,centering, 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 (5th Revision) for levelling Course

Vibrated reinforced 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 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 SBD specification 1500, 1600, 1700, 2100,2200 & 2702 as directed by the Engineer-in-Charge FOR TOP SLAB, SIDE WALLS, BOTTOM SLAB

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,Jindal as approved by Ministry of Steel) 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 foundation RCC items. for foundations

Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,Jindal as approved by Ministry of Steel) 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 substructure RCC items.

Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,Jindal as approved by Ministry of Steel) 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 super structure RCC items.

Providing 25.4 mm mastic pads for Longitudinal joints, Transversal expansion joints and Construction joints of approved quality including cost, conveyance and placing in position, etc., complete as directed by the Engineer-in-charge.

Back filling behind abutments with gravel including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and 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 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 of all metal (excluding seigniorage) charges ,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.

Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH

Providing Weep holes in VCC Abutment/ Wing wall/return wall 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 SSR Data

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, (excluding seigniorage) and conveyance of all materials to site and all labour charges ,centering, 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 (5th Revision) for levelling Course (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, (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 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.

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBT 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 drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge for wearing coat over Deck slab.

Providing and laying flexible apron on river bed for protection against scour with stone boulder weighing not less than 40kg each complete as per drawing and technical specification as per MORT&H spec no.2507.20 complete for finished item work

Providing Grouted Revetment with rough stone (HBG/HBT) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, seigniorage charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 4th revision ) and as directed by the Engineer-in-Charge for quadrennial revetment.

Pitching with 300 mm size rough stone including cost, and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for toe walls.

Providing and laying filter material with Selected Earth underneath pitching in slopes including cost, _ charges 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.

Vibrated cement concrete M20 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, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, 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 Wing Wall and Curtain Wall.(sub structure)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. In ordinary soils upto SDR soils By Mechanical means upto 3M Depth.

PCC (1:3:6) nominal mix in foundation with crushed stoneaggregate 40mm nominal size mechanically mixed, Placed in foundation and compacted by vibration including curing complete as per MORT&H spn.no.2100 Under Abutments, Piers & wing walls.

Plain Vibrated Cement Concrete M20 Mix in Foundations using 40 mm, 20mm and 10mm size HBG (ss5) graded M/c metal ( Coasre aggregate confirming ti table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc. complete as per drawings and technical specifications & as per MoRT&H Spcn. No 1500, 1700, 2100 (5th revision)for footings of abutmentsPiers, cut-off walls and Wing walls below sill Level

Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBT 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 (5th Revision ) and as directed by the Engineer-in-Charge for Raft Foundation

Plain Vibrated Cement Concrete M20 Mix in Substructure using 40 mm, 20mm and 10mm size HBG (ss5) graded M/c metal ( Coasre aggregate confirming ti table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc. complete as per drawings and technical specifications & as per MoRT&H Spcn. No 1500, 1700, 2100 (5th revision) for sub structureof abutments and Wing walls below sill Level

Vibrated Reinforced Cement Concrete M25 Mix in sub structure using 20mm and 10mm size HBG (ss5) graded M/c metal ( Coasre aggregate confirming ti table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item complete as per drawings and technical specifications & as per MoRT&H Spcn. No 1500, 1700 & 2200 (5th revision)for Abutmnet bed blocks & backing walls, pier bed blocks sub structure

V.R.C.C concrete M -30 grade for Super Structure with 20 mm & 10mm (SS5)HBG M/C graded metal ( Coasre aggregate confirming ti table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item complete as per drawings and technical specifications & as per MoRT&H Spcn. No 1500, 1600 & 1700 (5th revision)as per MOST Drg. No: SD/114

Reinforced Cement Concrete M30 for Approach Slab with 20 mm & 10mm (SS5)HBG M/C graded metal ( Coasre aggregate confirming ti table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item complete as per drawings and technical specifications & as per MoRT&H Spcn. No 1500, 1600 & 1700 &2704(5th revision)as directed by Engineer-in-Chrge for approach slab .

V.R.C.C. M30 grade concrete with 20 mm & 10mm (SS5)HBG M/C graded metal ( Coasre aggregate confirming to table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item complete as per drawing BD/1-69A and technical specifications & as per MoRT&H Spcn. No 1500, 1600 & 1700 &2702(5th revision)as directed by Engineer-in-Charge for wearing coat over deck slab .

Plain Vibrated Cement Concrete M15 Mix using 40mm HBG (SS5) graded M/C metal including cost and conveyance of all materials , centering, machine mixing, laying,vibrating, finishing curing including hire and operational charges of all T&P etc., and including island formation and diversion of flow of water, if necessary etc., complete for Levelling course below approach slab as per drawings and technical specifications & as per MoRT&H Spcn. No 2700.

Vibrated Reinforced cement concrete in super structure complete as per darwing and techincal specifications as per MORT&H specification nos 1500,1700 & 2200 VRCC M-40 for Crash barriers excluding cost of steel and its fabrication charges as per approved drawing.

Providing HYSD bars (Fe-500)from primary producers like TATA, SAIL VSP, JSW , Shyam as approved by Ministry of Steel 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 reinfircemnet including cutting, bending, bi nding roads, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and opertaional charges etc., 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-Chrage and as per MoRT&H spn. 1600&2200 (5th revision) and as per I.S:1786 of 1985.Foundations

Providing HYSD bars (Fe-500)from primary producers like TATA, SAIL VSP, JSW , Shyam as approved by Ministry of Steel 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 reinfircemnet including cutting, bending, bi nding roads, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and opertaional charges etc., 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-Chrage and as per MoRT&H spn. 1600&2200 (5th revision) and as per I.S:1786 of 1985.Sub structure

Providing HYSD bars (Fe-500)from primary producers like TATA, SAIL VSP, JSW , Shyam as approved by Ministry of Steel 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 reinfircemnet including cutting, bending, bi nding roads, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and opertaional charges etc., 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-Chrage and as per MoRT&H spn. 1600&2200 (5th revision) and as per I.S:1786 of 1985. Superstructure

Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, seigniorage charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge for quadrantial revetment.

Pitching with 300 mm size rough stone including cost, and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge for Pitching of slopes for Toe wall.

Providing and laying filter material with selected earth 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.

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

Providing filter media with granular material/ crushed stone aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT&H (Rev. V) specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards wall and provided over the entire surface, behind abutment, and return wall to the full height and compacted to a firm condition complete as per drawing and technical specifications as per MORT&H Spcn. No. 2200 and as per Clause No of 710.1.4 of IRC 78 .

Providing weep holes in Brick masonry/Plain/Reinforced concrete Abutment/wing wall/Return wall with 100mm dia meter A/C pipe extending through the full width of the structure with slope of about 1 V : 20H towards drawing face Complete as per drawing and technical specification, complete for finished item of work for weep holes as per MORTH specification No 2706 & 2200 (5th Revision)

Supplying and fixing of C I drainage spouts complete as per MOT Drg No SD/

Providing and laying boulders apron on river bed for protecting against scour with jeddy stine of 450mm stone boulders weighing not less than 40 kg each complete as per MOST specification no. 2504

Providing 25.4 mm mastic pads for longitudinal joints, Transverse expansion joints and construction joints of approved quality including cost of conveyance and placing in position etc., as directed by the engineer in charge