APRRSP- PRR plain

Construction of Bridge Across Atreyapaya in Korangi Village of Thallarevu Mandal Bridge Portion Earthwork in excavation for structures in ordinary soils 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 up to 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 all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges , Above water level up to 3.0 mts Depth

Earthwork in excavation for structures in ordinary soils 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 up to 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 all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges , Below water level up to 3.0 mts Depth

Providing concrete for plain concrete M10 (Nominal mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, 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 overhead charges & Contractors profit but excluding GST & Seignorage Charges for Levelling Course.

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification 1204, 1900 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work.

Reinforced Cement Concrete M 25 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well Curb.

Reinforced Cement Concrete M 20 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200,1500 & 1700 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well Steining.

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth below bed level upto 3.0 mts

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 3.00 to 10.0 mts

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 11th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 12th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 13th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 14th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 15th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 16th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 17th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 18th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 19th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth below bed level upto 3.0 mts

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 3.00 to 10.0 mts

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 11th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 12th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 13th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 14th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 15th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 16th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 17th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 18th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 19th meter

Plain Cement Concrete M 20 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Bottom Plug. ( Concrete to be placed using tremie pipe)

Sand filling in wells complete as per drawing and technical specification 1207 of MORTH, including cost and conveyance of all materials and all labour charges etc complete including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Plain Cement Concrete M 20 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Top Plug.

Reinforced Cement Concrete M 20 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well Cap.

Reinforced cement concrete M 20 Design Mix 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 cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work upto 5.00 mts height.

Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, 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 overhead charges & Contractors profit but excluding GST and seignorage charges and cost of Steel etc. complete for finished item of work. for Abutments , Piers & Hammer Heads, Bearing Pedestals

Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, 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 overhead charges & Contractors profit but excluding GST and seignorage charges and cost of Steel etc. complete for finished item of work. for Bed Blocks

Providing Reinforced Cement concrete M 30 grade (Design Mix) in Superstructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in substructure and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 MORD and 1500, 1600 & 1700 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges and cost of Steel etc complete for finished item of work.for T Beam and Slab

Reinforced Cement Concrete M 30 grade approach slab using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 1500, 1600, 1700 & 2704 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work.

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications, in sections 1500, 1600, 1700 & 2703 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications 2607 MORTH to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work.

Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including cost of all materials, labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings 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, excluding GST etc., complete.

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded, including overhead charges & Contractors profit, GST etc., complete.

Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure 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, GST etc., complete.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications 2000 & 2200 MORTH. (500 x 360 x 84mm)

Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4 kg/cm2 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work.

Backfilling behind abutment, wing wall and return wall with selected earth complete as per drawings & technical specification Clause 204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including cost of materials, conveyance, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work.

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, excluding GST and seigniorage charges etc., complete.

Gravel backing for Revetments as per APSS including cost and conveyance of all materials and all labour charges including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., GST and Seignorage Charges etc., complete for finished item of work.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.

Road Approach 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.., complete.

Construction of improved subgrade/ 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 MORD / 305 MORTH, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Construction of Granular sub-base by providing well graded material(Table 400.1-A) 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., complete.

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

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.22 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25m joint spacing.

Construction of Bridge Across Gollaprolu To Tatiparthi Puntha Road Bridge Portion Earthwork in excavation for structures in ordinary soils 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 up to 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 all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges , Above water level up to 3.0 mts Depth

Earthwork in excavation for structures in ordinary soils 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 up to 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 all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges , Below water level up to 3.0 mts Depth

Providing concrete for plain concrete M10 (Nominal mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, 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 overhead charges & Contractors profit but excluding GST & Seignorage Charges for Levelling Course.

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification 1204, 1900 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work.

Reinforced Cement Concrete M 25 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well Curb.

Reinforced Cement Concrete M 20 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200,1500 & 1700 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well Steining.

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth below bed level upto 3.0 mts

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 3.00 to 10.0 mts

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 11th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 12th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 13th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 14th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 15th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 16th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 17th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 18th meter

Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Abutments , Depth 19th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth below bed level upto 3.0 mts

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 3.00 to 10.0 mts

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 11th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 12th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 13th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 14th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 15th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 16th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 17th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 18th meter

Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well sinking, Sandy soils for Piers , Depth 19th meter

Plain Cement Concrete M 20 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Bottom Plug. ( Concrete to be placed using tremie pipe)

Sand filling in wells complete as per drawing and technical specification 1207 of MORTH, including cost and conveyance of all materials and all labour charges etc complete including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Plain Cement Concrete M 20 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Top Plug.

Reinforced Cement Concrete M 20 design mix, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Well Cap.

Reinforced cement concrete M 20 Design Mix 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 cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work upto 5.00 mts height.

Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, 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 overhead charges & Contractors profit but excluding GST and seignorage charges and cost of Steel etc. complete for finished item of work. for Abutments , Piers & Hammer Heads, Bearing Pedestals

Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, 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 overhead charges & Contractors profit but excluding GST and seignorage charges and cost of Steel etc. complete for finished item of work. for Bed Blocks

Providing Reinforced Cement concrete M 30 grade (Design Mix) in Superstructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in substructure and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 MORD and 1500, 1600 & 1700 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges and cost of Steel etc complete for finished item of work.for T Beam and Slab

Reinforced Cement Concrete M 30 grade approach slab using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 1500, 1600, 1700 & 2704 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work.

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications, in sections 1500, 1600, 1700 & 2703 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications 2607 MORTH to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work.

Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including cost of all materials, labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings 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, excluding GST etc., complete.

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded, including overhead charges & Contractors profit, GST etc., complete.

Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure 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, GST etc., complete.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications 2000 & 2200 MORTH. (500 x 360 x 84mm)

Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4 kg/cm2 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work.

Backfilling behind abutment, wing wall and return wall with selected earth complete as per drawings & technical specification Clause 204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including cost of materials, conveyance, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work.

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, excluding GST and seigniorage charges etc., complete.

Gravel backing for Revetments as per APSS including cost and conveyance of all materials and all labour charges including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., GST and Seignorage Charges etc., complete for finished item of work.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.

Road Approach 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.., complete.

Construction of improved subgrade/ 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 MORD / 305 MORTH, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Construction of Granular sub-base by providing well graded material(Table 400.1-A) 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., complete.

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

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25mm and cement content in the mix to be 350 kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.22 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25m joint spacing.

The Schedule Part -A is approved for Rs.15,95,91,479/- (Rupees Fifteen Crore Ninity five lakhs Ninety one thousand four hundered and seventy nine only)