Construction of Bridge/ HLB in Munugode Constituency, Yadadri Bhuvanagiri District.

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 seigniorage charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge.In ordinary soils upto SDR soils by Mechanical means - Up to 3M Depth - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

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 (5th Revision) for Levelling course below piers, wing wall and abutments for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

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 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 - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Vibrated cement concrete M 25 Grade Concrete using 40mm, 20mm and 10mm size HBT 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 (5th Revision) for footings of Abutments, Piers & wing walls. - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6.

Vibrated cement concrete M 25 Grade Concrete using 40mm, 20mm and 10mm size HBT 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 for Abutments & wing walls upto 5m height - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6.

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, excluding seigniorage charges 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 Abutment Bed blocks & Backing walls, (Sub Structure) - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Furnished and placing reinforced cement concrete in Super Structure of VRCC M30 grade Concrete using 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 charges 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 by the Engineer-in-Charge as per drawing and Technical Specification and MoRT&H Specification No.1500, 1600 & 1700 excluding cost of steel & its fabrication charges. As per MOST Drg. No.SD/114 - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and laying Vibrated reinforced cement concrete M 40 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, excluding seigniorage charges 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 SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification nos 809, 1500, 1700 & 2200 -for Crash Barriers. - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

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 (5th Revision) for Levelling course below approach slab.piers wing wall and abutments - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and laying Vibrated reinforced cement concrete M30 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, excluding seigniorage charges 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, excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1700, & 2100 (5th Revision) and as per MOST Drg. SD/104 and as directed by the Engineer-in-Charge for Approach slab. - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and laying 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, excluding seigniorage charges 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 SD/205 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 - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 for foundations of R.C.C items - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 Sub structure of R.C.C items - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 of R.C.C items - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Supplying & fixing of GI Drainage spouts complete as per MoRT&H specification No. 2705 and as per drawing No. SD/203 complete for finished item of work - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure at 1.00 m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction staggered from the weep holes laying above and below lines as shown in drawing including cost and coveyance 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., but excluding seigniorage charges complete for finished item of work for weep holes as per MORT&H specification No 2706 & 2200 (5th revision) - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Back filling behind Abutments with selected Soil including cost ,conveyance of all materials to site etc., but excluding seigniorage charges 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 - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBT 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 ,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 and Clause 2200 of MoRT&H (5th Revision) for finished item of work - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.25 cum of CC (1:4:8) including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., but excluding labour charges complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for revetment - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

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 305, 309 & 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Pitching with 300 mm size rough stone including cost, _ 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 toe walls - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulders laid dry without wire crates - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Dismantling of Structures (superstructure, substructure, foundation and other miscellaneous structures) and pavements including disposing of resulting materials and/or salvaging useful materials up to a distance of 1 km from project road complete as per Drawings and Technical Specification Clause 202 and as directed by the Engineer. Prestressed / Reinforced cement concrete grade M-20 and above - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Forming embankment with excavated earth obtained from roadway excavation for Embankment 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 and complete for finished item of work as per MoRT&H specification 305 (5th revision) - for Bridge proper - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with extra lead of 5 Km 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 and CBR not less than 10%, 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 Approaches - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

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 - for Approaches - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

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 - for Approaches - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and applying prime coat with bitumen 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 kgs per sqm using emulsion pressure distributtor for finished item of work as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-Charge - for Approaches - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and applying tack coat with VG-10 (Bulk) using Bitumen 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 - for Approaches - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant/40-60TPH hot mix plant using HBT 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 mechanical 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 including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision) - for Approaches - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH HMP/40-60 TPH batch type hot mix plant using HBG crushed aggregates of Size 9.5mm and below of Grading – 3 as per specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.5% of mix and Hydrated lime @ 2%, transporting the hot mix to work site, laying with full width mechanical 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 - for Approaches - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Construction of earthen shoulders with selective soils obtained from trench cut quantity with MDD of 17.5 KN/Cum 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) - for Approaches - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and laying of Hot Applied Thermoplastic compound 2.5 mm thick including reflecting glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35, the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work (with all leads and Lifts). - for RSI - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. - for RSI - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and fixing Mandatory sign( 900mm Circular)Type – XI wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge - for RSI - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge - for RSI - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing & fixing Hazard Marker of 300X900mm Reflectorized panel (Type XI) of Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfullcompletion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work - for RSI - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330mm long complete as per Clause 810. - for RSI - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting on both sides having a minimum exposed area of 125 cm2 each side and bottom retro-reflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting on both sides having minimum exposed area of 35 cm2 each side confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge - for RSI - Allapur to Arutla X-road (via) Thumbai Thanda, Kadilabavi Thanda at Km 1/6-8, Km 3/8-10, Km 6/4-6

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 seigniorage charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge.In ordinary soils upto SDR soils by Mechanical means - Up to 3M Depth - for Bridge proper - Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 (5th Revision) for Levelling course below .piers wing wall and abutments - for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 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 - for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 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, 1700, & 2100 (5th Revision) and as directed by the Engineer-in-Charge for Footings,Abutments,Piers - for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 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, 1700, & 2200 (5th Revision) and for Sub structure for Abutments Piers up to 5m Height- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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, excluding seigniorage charges 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 Abutment Bed blocks & Backing walls, (Sub Structure)- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Furnished and placing reinforced cement concrete in Super Structure of VRCC M30 grade Concrete using 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 charges 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 by the Engineer-in-Charge as per drawing and Technical Specification and MoRT&H Specification No.1500, 1600 & 1700 excluding cost of steel & its fabrication charges. As per MOST Drg. No.SD/114- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and laying Vibrated reinforced cement concrete M 40 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, excluding seigniorage charges 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 SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification nos 809, 1500, 1700 & 2200 -for Crash Barriers.- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 (5th Revision) for Levelling course below approach slab.piers wing wall and abutments- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and laying Vibrated reinforced cement concrete M30 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, excluding seigniorage charges 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, excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1700, & 2100 (5th Revision) and as per MOST Drg. SD/104 and as directed by the Engineer-in-Charge for Approach slab- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and laying 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, excluding seigniorage charges 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 SD/205 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- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 for foundations of R.C.C items- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 Sub structure of R.C.C items- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 of R.C.C items- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Supplying & fixing of GI Drainage spouts complete as per MoRT&H specification No. 2705 and as per drawing No. SD/203 complete for finished item of work- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure at 1.00 m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction staggered from the weep holes laying above and below lines as shown in drawing including cost and coveyance 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., but excluding seigniorage charges complete for finished item of work for weep holes as per MORT&H specification No 2706 & 2200 (5th revision) - for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Back filling behind Abutments with selected Soil including cost ,conveyance of all materials to site etc., but excluding seigniorage charges 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- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBT 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 ,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 and Clause 2200 of MoRT&H (5th Revision) for finished item of work- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.25 cum of CC (1:4:8) including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., but excluding labour charges complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for revetment- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 305, 309 & 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Pitching with 300 mm size rough stone including cost, _ 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 toe walls- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulders laid dry without wire crates- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Dismantling of Structures (superstructure, substructure, foundation and other miscellaneous structures) and pavements including disposing of resulting materials and/or salvaging useful materials up to a distance of 1 km from project road complete as per Drawings and Technical Specification Clause 202 and as directed by the Engineer. Prestressed / Reinforced cement concrete grade M-20 and above- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Forming embankment with excavated earth obtained from roadway excavation for Embankment 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 and complete for finished item of work as per MoRT&H specification 305 (5th revision)- for Bridge proper -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with extra lead of 5 Km 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 and CBR not less than 10%, 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 Approaches -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 - for Approaches -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 - for Approaches -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and applying prime coat with bitumen 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 kgs per sqm using emulsion pressure distributtor for finished item of work as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-Charge - for Approaches -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and applying tack coat with VG-10 (Bulk) using Bitumen 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 - for Approaches -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant/40-60TPH hot mix plant using HBT 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 mechanical 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 including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision) - for Approaches -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH HMP/40-60 TPH batch type hot mix plant using HBG crushed aggregates of Size 9.5mm and below of Grading – 3 as per specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.5% of mix and Hydrated lime @ 2%, transporting the hot mix to work site, laying with full width mechanical 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 - for Approaches -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Construction of earthen shoulders with selective soils obtained from trench cut quantity with MDD of 17.5 KN/Cum 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) - for Approaches -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and laying of Hot Applied Thermoplastic compound 2.5 mm thick including reflecting glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35, the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work (with all leads and Lifts). - for RSI -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.- for RSI -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and fixing Mandatory sign( 900mm Circular)Type – XI wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge.- for RSI -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge- for RSI -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing & fixing Hazard Marker of 300X900mm Reflectorized panel (Type XI) of Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfullcompletion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.- for RSI -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330mm long complete as per Clause 810.- for RSI -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting on both sides having a minimum exposed area of 125 cm2 each side and bottom retro-reflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting on both sides having minimum exposed area of 35 cm2 each side confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge- for RSI -Gudi Malkapur to Chelmada (via) Kothulapuram, Survail, Lingamvari Gudem, Saigoni Bavi at Km 3/4-6, Km 4/0-2, Km 4/4-6, Km 5/6-8, Km 7/8-10, Km 9/0-2, Km 9/2-4, Km 10/8-10, Km 11/2-4, Km 12/2-4

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 seigniorage charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge.In ordinary soils upto SDR soils by Mechanical means - Up to 3M Depth - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

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 (5th Revision) for Levelling course below .piers wing wall and abutments - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

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 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 - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Vibrated cement concrete M 25 Grade Concrete using 40mm, 20mm and 10mm size HBT 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 (5th Revision) for footings of Abutments, Piers & wing walls - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Vibrated cement concrete M 25 Grade Concrete using 40mm, 20mm and 10mm size HBT 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 for Abutments & wing wallsup to 5m height - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

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, excluding seigniorage charges 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 Abutment Bed blocks & Backing walls, (Sub Structure) - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Furnished and placing reinforced cement concrete in Super Structure of VRCC M30 grade Concrete using 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 charges 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 by the Engineer-in-Charge as per drawing and Technical Specification and MoRT&H Specification No.1500, 1600 & 1700 excluding cost of steel & its fabrication charges. As per MOST Drg. No.SD/114 - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing and laying Vibrated reinforced cement concrete M 40 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, excluding seigniorage charges 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 SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification nos 809, 1500, 1700 & 2200 -for Crash Barriers. - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

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 (5th Revision) for Levelling course below approach slab.piers wing wall and abutments - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing and laying Vibrated reinforced cement concrete M30 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, excluding seigniorage charges 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, excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1700, & 2100 (5th Revision) and as per MOST Drg. SD/104 and as directed by the Engineer-in-Charge for Approach slab. - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing and laying 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, excluding seigniorage charges 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 SD/205 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. - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 for foundations of R.C.C items. - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 Sub structure of R.C.C items. - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 of R.C.C items - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Supplying & fixing of GI Drainage spouts complete as per MoRT&H specification No. 2705 and as per drawing No. SD/203 complete for finished item of work - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure at 1.00 m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction staggered from the weep holes laying above and below lines as shown in drawing including cost and coveyance 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., but excluding seigniorage charges complete for finished item of work for weep holes as per MORT&H specification No 2706 & 2200 (5th revision) - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Back filling behind Abutments with selected Soil including cost ,conveyance of all materials to site etc., but excluding seigniorage charges 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 - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBT 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 ,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 and Clause 2200 of MoRT&H (5th Revision) for finished item of work - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.25 cum of CC (1:4:8) including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., but excluding labour charges complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for revetment - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

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 305, 309 & 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment. - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Pitching with 300 mm size rough stone including cost, _ 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 toe walls - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulders laid dry without wire crates - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Dismantling of Structures (superstructure, substructure, foundation and other miscellaneous structures) and pavements including disposing of resulting materials and/or salvaging useful materials up to a distance of 1 km from project road complete as per Drawings and Technical Specification Clause 202 and as directed by the Engineer. Prestressed / Reinforced cement concrete grade M-20 and above - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Forming embankment with excavated earth obtained from roadway excavation for Embankment 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 and complete for finished item of work as per MoRT&H specification 305 (5th revision) - for Bridge proper - Lachammagudem to Anthampet at Km 2/8-10

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with extra lead of 5 Km 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 and CBR not less than 10%, 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 Approaches - Lachammagudem to Anthampet at Km 2/8-10

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 - for Approaches - Lachammagudem to Anthampet at Km 2/8-10

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 - for Approaches - Lachammagudem to Anthampet at Km 2/8-10

Providing and applying prime coat with bitumen 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 kgs per sqm using emulsion pressure distributtor for finished item of work as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-Charge - for Approaches - Lachammagudem to Anthampet at Km 2/8-10

Providing and applying tack coat with VG-10 (Bulk) using Bitumen 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 - for Approaches - Lachammagudem to Anthampet at Km 2/8-10

Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant/40-60TPH hot mix plant using HBT 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 mechanical 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 including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision) - for Approaches - Lachammagudem to Anthampet at Km 2/8-10

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH HMP/40-60 TPH batch type hot mix plant using HBG crushed aggregates of Size 9.5mm and below of Grading – 3 as per specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.5% of mix and Hydrated lime @ 2%, transporting the hot mix to work site, laying with full width mechanical 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 - for Approaches - Lachammagudem to Anthampet at Km 2/8-10

Construction of earthen shoulders with selective soils obtained from trench cut quantity with MDD of 17.5 KN/Cum 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) - for Approaches - Lachammagudem to Anthampet at Km 2/8-10

Providing and laying of Hot Applied Thermoplastic compound 2.5 mm thick including reflecting glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35, the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work (with all leads and Lifts). - for RSI - Lachammagudem to Anthampet at Km 2/8-10

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.- for RSI - Lachammagudem to Anthampet at Km 2/8-10

Providing and fixing Mandatory sign( 900mm Circular)Type – XI wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge - for RSI - Lachammagudem to Anthampet at Km 2/8-10

Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge - for RSI - Lachammagudem to Anthampet at Km 2/8-10

Providing & fixing Hazard Marker of 300X900mm Reflectorized panel (Type XI) of Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfullcompletion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work - for RSI - Lachammagudem to Anthampet at Km 2/8-10

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330mm long complete as per Clause 810 - for RSI - Lachammagudem to Anthampet at Km 2/8-10

Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting on both sides having a minimum exposed area of 125 cm2 each side and bottom retro-reflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting on both sides having minimum exposed area of 35 cm2 each side confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge - for RSI - Lachammagudem to Anthampet at Km 2/8-10

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 seigniorage charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge. In ordinary soils upto SDR soils by Mechanical means - Up to 3M Depth - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

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 (5th Revision) for Levelling course below .piers wing wall and abutments - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

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 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 - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Vibrated cement concrete M 25 Grade Concrete using 40mm, 20mm and 10mm size HBT 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 (5th Revision) for footings of Abutments, Piers & wing walls. - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Vibrated cement concrete M 25 Grade Concrete using 40mm, 20mm and 10mm size HBT 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 for Abutments & wing walls up to 5m height - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

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, excluding seigniorage charges 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 Abutment Bed blocks & Backing walls, (Sub Structure) - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Furnished and placing reinforced cement concrete in Super Structure of VRCC M30 grade Concrete using 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 charges 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 by the Engineer-in-Charge as per drawing and Technical Specification and MoRT&H Specification No.1500, 1600 & 1700 excluding cost of steel & its fabrication charges. As per MOST Drg. No.SD/114 - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and laying Vibrated reinforced cement concrete M 40 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, excluding seigniorage charges 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 SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification nos 809, 1500, 1700 & 2200 -for Crash Barriers. - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

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 (5th Revision) for Levelling course below approach slab.piers wing wall and abutments - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and laying Vibrated reinforced cement concrete M30 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, excluding seigniorage charges 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, excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1700, & 2100 (5th Revision) and as per MOST Drg. SD/104 and as directed by the Engineer-in-Charge for Approach slab - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and laying 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, excluding seigniorage charges 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 SD/205 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 - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 for foundations of R.C.C items - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 Sub structure of R.C.C items - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 of R.C.C items - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Supplying & fixing of GI Drainage spouts complete as per MoRT&H specification No. 2705 and as per drawing No. SD/203 complete for finished item of work - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure at 1.00 m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction staggered from the weep holes laying above and below lines as shown in drawing including cost and coveyance 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., but excluding seigniorage charges complete for finished item of work for weep holes as per MORT&H specification No 2706 & 2200 (5th revision) - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Back filling behind Abutments with selected Soil including cost ,conveyance of all materials to site etc., but excluding seigniorage charges 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 - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBT 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 ,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 and Clause 2200 of MoRT&H (5th Revision) for finished item of work - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.25 cum of CC (1:4:8) including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., but excluding labour charges complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for revetment - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

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 305, 309 & 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Pitching with 300 mm size rough stone including cost, _ 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 toe walls - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulders laid dry without wire crates - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Dismantling of Structures (superstructure, substructure, foundation and other miscellaneous structures) and pavements including disposing of resulting materials and/or salvaging useful materials up to a distance of 1 km from project road complete as per Drawings and Technical Specification Clause 202 and as directed by the Engineer. Prestressed / Reinforced cement concrete grade M-20 and above - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Forming embankment with excavated earth obtained from roadway excavation for Embankment 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 and complete for finished item of work as per MoRT&H specification 305 (5th revision) - for Bridge proper - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with extra lead of 5 Km 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 and CBR not less than 10%, 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 Approaches - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

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- for Approaches - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

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- for Approaches - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and applying prime coat with bitumen 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 kgs per sqm using emulsion pressure distributtor for finished item of work as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-Charge- for Approaches - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and applying tack coat with VG-10 (Bulk) using Bitumen 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- for Approaches - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant/40-60TPH hot mix plant using HBT 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 mechanical 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 including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision) - for Approaches - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH HMP/40-60 TPH batch type hot mix plant using HBG crushed aggregates of Size 9.5mm and below of Grading – 3 as per specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.5% of mix and Hydrated lime @ 2%, transporting the hot mix to work site, laying with full width mechanical 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 - for Approaches - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Construction of earthen shoulders with selective soils obtained from trench cut quantity with MDD of 17.5 KN/Cum 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)- for Approaches - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and laying of Hot Applied Thermoplastic compound 2.5 mm thick including reflecting glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35, the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work (with all leads and Lifts). - for RSI - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.- for RSI - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and fixing Mandatory sign( 900mm Circular)Type – XI wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge- for RSI - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge- for RSI - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing & fixing Hazard Marker of 300X900mm Reflectorized panel (Type XI) of Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfullcompletion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work- for RSI - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330mm long complete as per Clause 810- for RSI - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting on both sides having a minimum exposed area of 125 cm2 each side and bottom retro-reflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting on both sides having minimum exposed area of 35 cm2 each side confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge- for RSI - Survail to Palivela (via) Mallareddy Gudem at Km 6/2-4, Km 7/0-2, Km 7/4-6, Km 8/8-10(2 Nos), Km 11/0-2, Km 11/6-8

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 seigniorage charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge.In ordinary soils upto SDR soils by Mechanical means - Up to 3M Depth - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

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 (5th Revision) for Levelling course below .piers wing wall and abutments - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

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 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 - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Vibrated cement concrete M 25 Grade Concrete using 40mm, 20mm and 10mm size HBT 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 1500,1702, 2100 (5th Revision) for footings of Abutments, Piers & wing walls. - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Vibrated cement concrete M 25 Grade Concrete using 40mm, 20mm and 10mm size HBT 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 for Abutments & wing walls up to 5m height - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

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, excluding seigniorage charges 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 Abutment Bed blocks & Backing walls, (Sub Structure) - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Furnished and placing reinforced cement concrete in Super Structure of VRCC M30 grade Concrete using 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 charges 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 by the Engineer-in-Charge as per drawing and Technical Specification and MoRT&H Specification No.1500, 1600 & 1700 excluding cost of steel & its fabrication charges. As per MOST Drg. No.SD/114 - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and laying Vibrated reinforced cement concrete M 40 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, excluding seigniorage charges 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 SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification nos 809, 1500, 1700 & 2200 -for Crash Barriers - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

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 (5th Revision) for Levelling course below approach slab.piers wing wall and abutments - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and laying Vibrated reinforced cement concrete M30 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, excluding seigniorage charges 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, excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1700, & 2100 (5th Revision) and as per MOST Drg. SD/104 and as directed by the Engineer-in-Charge for Approach slab - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and laying 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, excluding seigniorage charges 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 SD/205 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 - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 for foundations of R.C.C items - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 Sub structure of R.C.C items - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage 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 excluding seigniorage 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 of R.C.C items - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Supplying & fixing of GI Drainage spouts complete as per MoRT&H specification No. 2705 and as per drawing No. SD/203 complete for finished item of work - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure at 1.00 m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction staggered from the weep holes laying above and below lines as shown in drawing including cost and coveyance 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., but excluding seigniorage charges complete for finished item of work for weep holes as per MORT&H specification No 2706 & 2200 (5th revision) - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Back filling behind Abutments with selected Soil including cost ,conveyance of all materials to site etc., but excluding seigniorage charges 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 - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBT 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 ,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 and Clause 2200 of MoRT&H (5th Revision) for finished item of work - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.25 cum of CC (1:4:8) including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., but excluding labour charges complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for revetment - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

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 305, 309 & 2504 (5th Revision) and as directed by the Engineer-in-Charge under Revetment - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Pitching with 300 mm size rough stone including cost, _ 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 toe walls - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulders laid dry without wire crates - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Dismantling of Structures (superstructure, substructure, foundation and other miscellaneous structures) and pavements including disposing of resulting materials and/or salvaging useful materials up to a distance of 1 km from project road complete as per Drawings and Technical Specification Clause 202 and as directed by the Engineer. Prestressed / Reinforced cement concrete grade M-20 and above - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Forming embankment with excavated earth obtained from roadway excavation for Embankment 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 and complete for finished item of work as per MoRT&H specification 305 (5th revision) - for Bridge proper- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Forming embankment with borrowed useful earth from outside road boundary by mechanical means upto SDR with extra lead of 5 Km 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 and CBR not less than 10%, 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 Approaches- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

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.- for Approaches- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

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.- for Approaches- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and applying prime coat with bitumen 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 kgs per sqm using emulsion pressure distributtor for finished item of work as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-Charge.- for Approaches- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and applying tack coat with VG-10 (Bulk) using Bitumen 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.- for Approaches- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant/40-60TPH hot mix plant using HBT 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 mechanical 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 including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision) .- for Approaches- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH HMP/40-60 TPH batch type hot mix plant using HBG crushed aggregates of Size 9.5mm and below of Grading – 3 as per specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.5% of mix and Hydrated lime @ 2%, transporting the hot mix to work site, laying with full width mechanical 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.- for Approaches- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Construction of earthen shoulders with selective soils obtained from trench cut quantity with MDD of 17.5 KN/Cum 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).- for Approaches- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and laying of Hot Applied Thermoplastic compound 2.5 mm thick including reflecting glass beads on bituminous surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35, the finished surface to be level, uniform and free from streaks and holes etc. complete for finished item of work (with all leads and Lifts)..- for RSI- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.- for RSI- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and fixing Mandatory sign( 900mm Circular)Type – XI wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge- for RSI- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Aluminium Composite Material sheet having minimum 0.3 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge- for RSI- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing & fixing Hazard Marker of 300X900mm Reflectorized panel (Type XI) of Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfullcompletion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.- for RSI- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre-to-centre, 1.80m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330mm long complete as per Clause 810.- for RSI- NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2

Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting on both sides having a minimum exposed area of 125 cm2 each side and bottom retro-reflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting on both sides having minimum exposed area of 35 cm2 each side confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge. - for RSI - NH-65 to Narayanpur (via) Koyalagudem, D.Nagaram, Peepalpahad, Allapur, Venkambai Thanda at Km 3/0-2, Km 3/8-10, Km 8/2-4, Km 10/2-4, Km 11/0-2, Km 16/0-2