APRRSP

2.Name of the Work :- Construction of Bridge At Market center in Challapalli (V); Est cost - 120.00 lakhs Earthwork in excavationion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils below water level

Filling in foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete.

Providing concrete for plain concrete M 20 grade in open foundations using 20 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete For levelling course

Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Foundations for raft

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Footings below water level

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Abutments & Piers above water level

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Bed Blocks

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Backing walls

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Deck slab

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Vibrated reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. railing of M 25 grade excluding reinforcement in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. M 20 (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For flywings

P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Approch slab

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, GST etc., complete

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, GST and Seigneorage etc., complete

Provision towards Bailingout of water within the Cross bunds using Oil engine including oil charges, hire charges of crew,Operational charges including all incidental charges etc.,complete

3.Name of the Work :- Construction of Bridge At Savarapalem (V) in Amalapuram (M); Est cost - 140.00 lakhs Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth including dewatering.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils up to 3 m to 6.0 m depth including dewatering.

Filling in foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete.

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete For levelling course

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For cutoff walls

Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Foundations

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Footings

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Abutments & Piers

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Bed Blocks/ Backing walls

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Deck slab

P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete

Vibrated reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. railing of M 25 grade excluding reinforcement in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, GST etc., complete

Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, VAT and Seigneorage etc., complete

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including contractors profit & Over head charges, VAT and Seigneorage etc., complete - For Protection Work

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. including contractors profit & Over head charges, VAT etc., complete

Provision towards Bailingout of water within the Cross bunds using Oil engine including oil charges, hire charges of crew,Operational charges including all incidental charges etc.,complete

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Laying of sand bags in the stipulated places including cost of empty cement bag, sand, thread, stiching charges and labour charges as directed by the of Engineer-in-Charg

Providing and laying reinforced cement concrete pipe NP3 class 1.00m Dia for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts

Sub-work- Road furniture Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm 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 retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Sub-work - Retaining wall Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Filling in foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete.

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete For levelling course

Providing 375mm dia. DUR Piles to 3.75M depth with using RCC M20 mix using 20mm HBG Chips with reqd qty of steel including cutting pile, layiing concrete, including T&P charges and all labour charges etc.,complete.

Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) for caping beam

Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) for retaining wall -steam

Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, VAT and Seigneorage etc., complete

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Excavation for raod way in soil using manual measns for carrying of cut earth to embanakment site with intial lift of 3m and lead beyond 50m and upto 1000m as per technical specification clause 301 MoRTH

4.Name of the Work :- Construction of Bridge At Kamanagaruvu (V); Est cost - 140.00 lakhsEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils below water level

Filling in foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete.

Providing concrete for plain concrete M 20 grade in open foundations using 20 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete For levelling course

Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Foundation raft

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Footings below water level

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Abutments & Piers above water level

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Bed Blocks

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Backing walls

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Deck slab

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Vibrated reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. railing of M 25 grade excluding reinforcement in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. M 20 (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Abutments & Piers

P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Approch slab

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, GST etc., complete

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead charges & Contractor profit, But excluding GST

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, GST and Seigneorage etc., complete

Provision towards Bailingout of water within the Cross bunds using Oil engine including oil charges, hire charges of crew,Operational charges including all incidental charges etc.,complete

5.Name of the Work :- Construction of Bridge At Gudala canal lock In Kamanagaruvu (V); Est cost - 130.00 lakhs Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth including dewatering.

Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils below water level

Filling in foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete.

Providing concrete for plain concrete M 20 grade in open foundations using 20 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete For levelling course

Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Foundations

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Footings

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Abutments & Piers

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Bed Blocks

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Backing walls

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Deck slab

Vibrated reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. railing of M 25 grade excluding reinforcement in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. M 20 (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Abutments & Piers

P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Approch slab

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, GST etc., complete

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead charges & Contractor profit, But excluding GST

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, VAT and Seigneorage etc., complete

Provision towards Bailingout of water within the Cross bunds using Oil engine including oil charges, hire charges of crew,Operational charges including all incidental charges etc.,complete

6.Name of the Work :- Construction of Bridge At Paramjyothi School In Kamanagaruvu (V); Est cost - 130.00 lakhs Earthwork in excavationion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils below water level

Filling in foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete.

Providing concrete for plain concrete M 20 grade in open foundations using 20 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete For levelling course

Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Foundations

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Footings below water level

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Abutments & Piers above water level

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Bed Blocks

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Backing walls

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Deck slab

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Vibrated reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. railing of M 25 grade excluding reinforcement in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. M 20 (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For flywings

P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Approch slab

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, GST etc., complete

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead charges & Contractor profit, But excluding GST

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, GST and Seigneorage etc., complete

Provision towards Bailingout of water within the Cross bunds using Oil engine including oil charges, hire charges of crew,Operational charges including all incidental charges etc.,complete

7.Name of the Work :- Construction of Bridge At Nalla Chandra Rao Ghat In Nadipudi (V); Est cost - 190.00 lakhs Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth including dewatering.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete in Oridinary soils up to 3 m to 6.0 m depth including dewatering.

Filling in foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete.

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete For levelling course

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For cutoff walls

Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Foundations

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Footings

Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Abutments & Piers

Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and Seigniorage but excluding cost of steel etc., complete. For Bed Blocks/ Backing walls

Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete. For Deck slab

P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH including overhead charges & Contractors profit, GST and seigneorage charges etc. complete

Vibrated reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Construction of R.C.C. railing of M 25 grade excluding reinforcement in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD including overhead charges & Contractors profit, GST and seigneorage charges but excluding cost of steel etc. complete.

Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, GST etc., complete

Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and GST etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, VAT and Seigneorage etc., complete

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including contractors profit & Over head charges, VAT and Seigneorage etc., complete - For Protection Work

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. including contractors profit & Over head charges, VAT etc., complete

Provision towards Bailingout of water within the Cross bunds using Oil engine including oil charges, hire charges of crew,Operational charges including all incidental charges etc.,complete

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Laying of sand bags in the stipulated places including cost of empty cement bag, sand, thread, stiching charges and labour charges as directed by the of Engineer-in-Charg

Providing and laying reinforced cement concrete pipe NP3 class 1.00m Dia for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts

Sub-work- Road portion Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.

Construction of improved subgrade by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

ProvidiConstruction of granular sub-base by providing well graded material(Table 400.1) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., completee

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat

Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

`Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot Mix plant (By mechanical means), laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD'2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Sub-work - Road furniture Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (precast) for 200m Stone

Providing & fixing of typical informatory APRRSP sign board with LOGO as per MORD secifications and drawing Consisting of Three boards made of encapsulated lens type Retro reflective sheeting as per IRC 67 fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mm MS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate and middle plate to 2 nos of verticle posts 75x75 x6mm MS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mms MS square hallow section tube duly supported by 47x47x6mm MS square tube in between two vertical posts including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheetwith primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67 fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on 25x25x5mm size MS frame alround and 25mm x5mm size MS flat in the middle supported on 75x75 x6mm MS angle section posts welded with 50x50x5 mm MS hold fast at bottom, firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work for triangular 600mm x 600mm board

Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign boards as per MoRD specifications and drawings made of encapsulated lens type reflective sheeting as per IRC:67 fixed over aluminium sheeting 4 mm thick fixed on 25x25x5mm size MS angles alround and 25mm x5mm size MS flats in middle supported on 75x75 x6mm MS angle section post welded with 50x50x5 mm MS angle hold fast at bottom firmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground level including lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications and paining to all sections of framed posts,tubes and sheet with primer and two coats of epoxy paint in required shade and colour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges ,contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for finshed item of work for Circular sign boards 600mm x 600mm

Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm 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 retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST etc., complete for finished item of work.

Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body 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 16000 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, width and length shall not exceed 50 mm, 100 mm and 100 mm and 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 Kgf. 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-in-Charge including cost and conveyance of all materials, all labour charges,including over head charges & Contractors Profit but excluding GST etc

Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Sub-work - Retaining wall Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Filling in foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including contractors profit & Over head charges, GST and Seigneorage etc., complete.

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete For levelling course

Providing 375mm dia. DUR Piles to 3.75M depth with using RCC M20 mix using 20mm HBG Chips with reqd qty of steel including cutting pile, layiing concrete, including T&P charges and all labour charges etc.,complete.

Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) for caping beam

Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) for retaining wall -steam

Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and VAT etc. complete.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, VAT and Seigneorage etc., complete

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including overhead charges & Contractors profit, VAT and seigneorage charges etc. complete.

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.