Andhra Pradesh Disaster Recovery Project Tender

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Andhra Pradesh Disaster Recovery Project Tender

Works
Civil And Construction
Eprocure
Opening Date29 Sep 2018
Closing Date1 Nov 2018
Tender Amount₹ 7,47,00,000 
Notes
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Costs

Summary

87/apdrp/comp2.1-w/ Rrcs /pred /03/ Makavarapalem/002

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

10088.32

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

9311.6

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Construction of granular sub-base by providing well graded HBG metal (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 smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

885

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Providing, laying, spreading and compacting graded stone aggregate (HBG) 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 smooth wheel roller of 80 to 100kN / 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

3810

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Providing and applying primer coat with bitumen emulsion (SS-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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges all taxes etc complete but excluding GST and as per direction of Engineer in charge

28275

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

28275

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Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

655

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, 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 MORD including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

690

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

11275

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2 Vents of 4.00 Mts. Span Slab culverts(1 No.)

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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 by mechanical means upto 3mts. depth,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

165

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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 by mechanical means upto 3mts. depth,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge below water table

689.89

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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 by mechanical means 3mts to 6 mts. depth,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge below water level

54.49

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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Leveling Coarse

27.76

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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Leveling Coarse

29.68

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Providing concrete for plain concrete M15 ( Design mix) in sub structure 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for body walls

108

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Providing concrete for plain concrete M15 ( Design 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Foundations.

47.21

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Providing plain concrete M 20 grade (Design Mix) in Substructure using 40, 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Cutoff walls/ Raft

29.85

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Providing plain concrete M 20 grade (Design Mix) in Substructure using 40, 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for body walls

41.51

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Providing Reinforced Cement 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Bed Blocks / Backing Walls

4.59

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Providing and laying Reinforced Cement Concrete M-25 grade fusing 20mm &10 mm HBG (SS5) M/c graded metal including 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 drawing and as per technical specification clauses 800,1205.4 and 1205 MORD /Sections . No. 1500, 1600 & 1700 /MoRTH including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Deck Slab

15.84

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

33.2

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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Leveling Coarse

4.83

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Reinforced cement concrete approach slab with M 30 grade concrete excluding reinforcement and formwork complete as per drawing and Technical specification Clause 800, 1211 MORD / 1500, 1600, 1700 & 2704 MORTH including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge but excluding Cost of Steel

13.86

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Providing and laying cement concrete wearing course M 30 grade design mix including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

3.59

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Supplying, fitting, and placing HYSD bar reinforcement ( Fe-415) in foundations 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges all taxes etc complete but excluding GST and as per direction of Engineer in charge

4.77

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Supplying, fitting, and placing HYSD bar reinforcement( Fe-415) in sub-Structure complete as per drawing and technical specifications Clauses 1002,1010and 1202 MORD & 1600, 2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

1.07

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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 of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

2.53

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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 1206.3 MORD / 710.14 of IRC, 78 & 2200 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

40.98

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1206.3 MORD / 710.14 of IRC, 78 & 2200 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

97.88

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Supply and fixing of mastic pads 12.70mm including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

16.5

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

137.28

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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 800 MORTHincluding cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and as per direction of Engineer in charge

500

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Construction of 1V - 2.0 Mt Slab Culverts(3 Nos.)

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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 by mechanical means upto 3mts. depth,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

353.52

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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Leveling Coarse

40.2

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Providing concrete for plain concrete M15 ( Design mix) in sub structure 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for body walls

281.54

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Providing Reinforced Cement 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Bed Blocks / Backing Walls

11.7

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Providing and laying Reinforced Cement Concrete M-25 grade fusing 20mm &10 mm HBG (SS5) M/c graded metal including 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 drawing and as per technical specification clauses 800,1205.4 and 1205 MORD /Sections . No. 1500, 1600 & 1700 /MoRTH including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Deck Slab

14.04

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Supply and fixing of mastic pads 12.70mm including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and as per direction of Engineer in charge

10.8

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Supplying, fitting, and placing HYSD bar reinforcement( Fe-415) in sub-Structure complete as per drawing and technical specifications Clauses 1002,1010and 1202 MORD & 1600, 2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

2.7

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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 800 MORTHincluding cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

65.25

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Construction of 1V of 1.00 M slab culverts(10 Nos.)

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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 by mechanical means upto 3mts. depth,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

797.2

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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Leveling Coarse

89.9

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Providing concrete for plain concrete M15 ( Design mix) in sub structure 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for body walls

599.5

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Providing Reinforced Cement 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Bed Blocks / Backing Walls

33.6

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Providing and laying Reinforced Cement Concrete M-25 grade fusing 20mm &10 mm HBG (SS5) M/c graded metal including 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 drawing and as per technical specification clauses 800,1205.4 and 1205 MORD /Sections . No. 1500, 1600 & 1700 /MoRTH including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Deck Slab

25.2

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Supply and fixing of mastic pads 12.70mm including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and as per direction of Engineer in charge

31.5

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Supplying, fitting, and placing HYSD bar reinforcement( Fe-415) in sub-Structure complete as per drawing and technical specifications Clauses 1002,1010and 1202 MORD & 1600, 2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and as per direction of Engineer in charge

3.5

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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 1916 of MoRD including cost of materials, conveyance, royalty, OH & CP, taxes, labour, T&P etc including overhead charges & Contractors profit, and all charges excluding GST etc., complete as per the direction of Engineer-in-charge.

217.5

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Construction of RCC Retaining wall to the Approaches of existing Submersible bridge at 7/400 Km

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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 by mechanical means upto 3mts. depth,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

258.75

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1206.3 MORD / 710.14 of IRC, 78 & 2200 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

187.5

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Providing plain concrete M 20 grade (Design Mix) in Substructure using 40, 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Cutoff walls/ Raft

77.63

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Providing plain concrete M 20 grade (Design Mix) in Substructure using 40, 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for body walls

192.69

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

160

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Supplying, fitting, and placing HYSD bar reinforcement ( Fe-415) in foundations 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

2.25

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Supplying, fitting, and placing HYSD bar reinforcement( Fe-415) in sub-Structure complete as per drawing and technical specifications Clauses 1002,1010and 1202 MORD & 1600, 2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

7.5

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Special Repairs to existing CD Works

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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 by mechanical means upto 3mts. depth,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

96

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Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Leveling Coarse

16.86

-

-

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Providing concrete for plain concrete M15 ( Design mix) in sub structure 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for body walls

85

-

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Road Furniture

-

-

-

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Reinforced cement concrete M15 grade kilometre 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

9

-

-

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Reinforced cement concrete M15 grade Hecta Metre 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

32

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-

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Providing & fixingng Semi reflective cautionary mandatory & informatory sign boards as per IRC 67 made of 1.5mm thick MS sheet duly stove white wash colour on back with reflective border of 65mm width& required letters & figures with reflective tape engineering grade as per clause 1701.3.9 of MoRD of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701.2.2 [iron] at required points i.e. village, turning, school etc. including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

50

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Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two numbers 47mmX47mmX12SWG sheet tube of 3050 mm height including MS angle of 50 x 50 x 6 mm for lugs duly strengthened by 25 mm x 5 mm MS flat alround on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge Information board of size 1500mm x 900mm

2

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Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width & required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two numbers 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge for Village board of size 900mm x 600mm.

7

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Road portion (Approaches)

-

-

-

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

105

-

-

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Construction of granular sub-base by providing well graded HBG metal (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 smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

112.5

-

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Providing, laying, spreading and compacting graded stone aggregate (HBG) 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 smooth wheel roller of 80 to 100kN / 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

112.5

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Providing and applying primer coat with bitumen emulsion (SS-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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

750

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

750

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Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

18.76

-

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Construction of High Level Bridge

-

-

-

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Bored cast-in-situ M40 grade R.C.C. Pile of 1200mm dia excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 mts. including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges all taxes etc complete but excluding GST and as per direction of Engineer in charge

443.16

-

-

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Providing plain cement concrete of M15 Grade (Nominal Mix) in open foundations using 40 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge - for Bed Concrete

37.77

-

-

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Providing Reinforced Cement Concrete of M40 Grade (Design Mix) using Concrete Mixer in Pile Cap complete as per Drawing and Technical Specifications in Section 1100, 1500 & 1700 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

432.22

-

-

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Providing and laying reinforced cement concrete M 35 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 including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge - For piers, abutments, bed blocks,pedastals

247.94

-

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Reinforced cement concrete M25 grade, using concrete mixer (Design mix), using 20 mm graded metal, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge - for Return Walls

203.71

-

-

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Providing and laying reinforced cement concrete M 35 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 including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge - For piers, abutments, bed blocks,pedastals

80.44

-

-

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Providing and laying reinforced cement concrete M40 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, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge - For Cross Beams, Deck Slab and Kerbs ( for 5 to 10 Mts.height)

342.99

-

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Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications in sections 1800 & 2300 MORTH by using PSC M45 grade with 20mm graded granite metal in pre-cast, pre-stressed I-girders including end anchor blocks,handling, transportation and erecting in position as per approved drawings,necessary tools plants, machinery, lifts and other inputs etc., complete. and also including shuttering, form work, lifting, handling and placing on bearings but excluding the cost of reinforcement, and placed true to level and position including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

347.33

-

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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

50.7

-

-

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Supplying, fitting, and placing HYSD bar Fe 500 reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and as per direction of Engineer in charge

83.43

-

-

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Supplying, fitting, and placing HYSD bar Fe 500 reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and as per direction of Engineer in charge

37.25

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-

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Supplying, fitting, and placing HYSD bar Fe 500 reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

82.84

-

-

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

171.58

-

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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia 4 Kgs./Cm2 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and as per direction of Engineer in charge

84

-

-

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

1545.6

-

-

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Supplying, fitting and fixing in position true to line and level Elostomeric Neoprene Bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 MORD including overhead charges & Contractors profit etc.,complete.but excluding GST.

230400

-

-

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Providing and constructing one span service road to reach island location from one pier location to another pier location as per Tech. Specification 1203 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

90

-

-

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Conducting load test on a single pile up to folowing capacity in accordanc with IS 2911(part IV) including installation of loading platfrom and preparation of -pile head of construction of test cap and dismantiling of test cap after test etc with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification Clause 1204.11 MORD , including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

2

-

-

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Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder to cater for a horizental movement upto 40mm and vertical movement of 3 mm as per drawing and Technical Specification Clause 1207.2.4 / 2600 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

42.5

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Providing MS steel liner of 6mm thick for piles including fabricating and setting out as per detailed drawing as per technical specifications 1200 and 1900 MoRTH including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges all taxes etc complete but excluding GST and as per direction of Engineer in charge

432

-

-

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Drilling empty of bore 1200mm dia for pile inculing conveyance of all Malerilas, mechinary , Drawing and removal of excavated earth with all lifts and lead upto 1000 m, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges, all taxes etc complete but excluding GST and as per direction of Engineer in charge

432

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-

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Earthwork in excavation for structures including dewatering 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

743.41

-

-

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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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

1840

-

-

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Construction of R.C.C. railing of M 30 grade including 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 cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

208

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-

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC.including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

746.34

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-

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Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

1

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A) Two coats of elastomeric membrane costing Bentoflair WG or approved equivalent with breathing property over one coat of its primer Bentoflair WG or approved equivalent. The system should be made of water based acrylic polymer with selected mineral fillers and should be ultra violet resistant, carack bridging type, carbonation resistant water proofing coating. The consumption should be approximately 250 gms per sq.m. (two coats) for the polymer coating and 100 gms per sq.m. for the primer. Contractor shall apply only approved shade/shades of polymer coating. Total thickness of the coating shall not be less than 165 micron (DFT). including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge B) Surface preparation shall be properly made by cleaning., chipping and removing the dirt particles of the concrete with wire brush and washing with water. Acrylic modified putty shall be applied over the surface to fill the cavities and pin holes of concrete surface prior to application of primer coat and the top coatsincluding cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

2575.91

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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 800 MORTH, including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,all taxes etc complete but excluding GST and as per direction of Engineer in charge

2575.91

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Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab including reinforcement as per drawing and technical specifications Clauses 800 and 1211 MORD including cost of labour, hire charges of machinary, Contractor Profit and Over Head charges,seignorage, all taxes etc complete but excluding GST and as per direction of Engineer in charge

17.85

-

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