PRR(Plain)

Earth work 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.

Filling in foundation trenches with stonedust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size HBG M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days, all incidental charges i.e., bailing out water etc., 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 Leveling Course.

Providing concrete for reinforced concrete M 20 grade (Design Mix) in Foundation using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, 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 Raft foundations & Wing walls finished item of work

Providing concrete for reinforced concrete M 20 grade (Design Mix) using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, 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 Abutments and Piers below Bed level and for finished item of work

Providing concrete for reinforced concrete M 20 grade (Design Mix) using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, 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 Abutments,Piers above Bed level and for finished item of work

Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm HBG Machine crushed (SS5) Graded stone aggregate, mechanically mixed, 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

VRCC concrete M-25 grade (Design mix) for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 including over head charges & contractors profit excluding GST and seignorage charges for finished item of work for Deck slab.

Providing and laying cement concrete wearing course M 30 Grade Design mix with HBG M/C metal including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc complete but excluding steel and its fabrication charges, including over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work.

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 over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work.

Providing and laying cement concrete Approach Slab M 30 Grade Design mix with HBG M/C metal including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc complete but excluding steel and its fabrication charges,including over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work

Construction of R.C.C. railing of M 25 grade (excluding cost of reinforcement) in cast-in-situ with 20 & 10 mm nominal size aggregate (HBG), 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 1404.3 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1001,1002,1003,1004 MORD 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 - For Foundation

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete - For Sub Structures

Supplying, fitting, and placing HYSD bar reinforcement 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 cost, all labour charges for all operations including over head charges & contractor profit but excluding GST charges etc., complete for finished item of work for Superstructure

Providing weep holes in plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6kg/cm2 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 1206.6 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc, including over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work as per the direction of Engineer-in-charge

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, but excluding GST and seigniorage etc., complete

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 MORD/2504 MORTH including over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work

Backfilling behind wing wall and return wall with selected earth complete as per drawings & technical specification Clause 1604.7 MORD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge.

Providing and laying filter media with granular material/ Stone crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards wall and providing over the entire surface behind abutment , wingwall , retain wall to the full heigher , complete to firm conditions complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work

Providing and laying stone boulders for apron for bed protection with jeddy stone of minimum size 450 to 600mm other than granite (OTG) and weight as per Table 1300.1, laid dry including cost and conveyance of all materials to site, seigniorage charges and labour charges as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work

Cost, supply and fixing of Bituminous Mastic pad 25.40 mm thick including cost and conveyance of all material and all labour charges including over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work

Providing and fixing Galvanized Drainage spouts along with drainage pipes complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including over head charges & contractor profit but excluding GST & Seigniorage charges etc., complete for finished item of work

Approach Road to the High Level Bridge.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to 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 over head charges & contractor profit but excluding 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/305 MORTH including overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.

Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor 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 cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work.

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/ MORTH, including overhead charges & Contractor profit but excluding GST & seigneorage charges etc., complete

Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , 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 joints @3.25 m spacing , construction joints, primer, sealant, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing)

Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.

(No.of items 29 only)