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publishedDate06-06-2024 19:50:24
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titleConstruction of Concrete Guttar in Davanagere Satenahalli SH 233 AT Medur Village Limit in Hirekeru Rattihalli Taluka of Haveri District
descriptionConstruction of Concrete Guttar in Davanagere Satenahalli SH 233 AT Medur Village Limit in Hirekeru Rattihalli Taluka of Haveri District
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17175034130000NoneNoneRoadsConstruction of Concrete Guttar in Davanagere Satenahalli SH 233 AT Medur Village Limit in Hirekeru Rattihalli Taluka of Haveri District3805891.69
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3229388111378NoneVol I P.No-8, I.No-1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery other appurtenaces required to complete the work In all kinds of soils Depth upto 3m and ---- including equipments and all other incidental chargesCum120.36120.36860.48FalseNoneNoneFalseNoneFalse103567.37280
3229389111378NoneVol I, P.No-15, I.No-2.1.3Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work s per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Vol No.I P.No. 15 : I.No 2.1.3) ---- including equipments and all other incidental chargesCum7067.027067.0298.31FalseNoneNoneFalseNoneFalse694758.73620
3229390111378NoneVol I, P.No-16 I.No. 2.4.2Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Vol No.I P.No.16: I.No.2.4.2) ---- including equipments and all other incidental chargesCum7461.147461.14199.36FalseNoneNoneFalseNoneFalse1487452.87040
3229391111378NoneVol I, P.No-III, Sl.No.4Appendix I Additionalities for Formwork, Centering & Scaffolding. Cement Concrete Drain Walls (Volume-I, Page No-111) Sl no 4 ---- including equipments and all other incidental chargesCum2611.42611.496.4FalseNoneNoneFalseNoneFalse251738.960
3229392111378NoneVol I, P.No-III, I.No-3Appendix I Additionalities for Formwork, Centering & Scaffolding for cd work ---- including equipments and all other incidental chargesCum373.06373.0610.8FalseNoneNoneFalseNoneFalse4029.0480
3229393111378NoneVol I, P.No-16, I.No-2.6 (iii) (A)Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol No.I P.No. 16 : I.No.2.4.3) ---- including equipments and all other incidental chargesCum7476.487476.488.1FalseNoneNoneFalseNoneFalse60559.4880
3229394111378NoneVol I, P.No-III, I.No-4Appendix I Additionalities for Formwork, Centering & Scaffolding for cd work 4a ---- including equipments and all other incidental chargesCum373.82373.828.1FalseNoneNoneFalseNoneFalse3027.9420
3229395111378NoneVol I, P.No-18, I.No-2.11.HSupplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges (Vol No.I P.No. 18 : I.No.2.11.h) ---- including equipments and all other incidental chargesMT93232.9893232.9812.33FalseNoneNoneFalseNoneFalse1149562.64340
3229396111378NoneVol III, P.No-117, I.No-12.3Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material Granular material (Vol No.III P.No. 117 : I.No.12.3) ---- including equipments and all other incidental chargesCum1378.241378.2410.8FalseNoneNoneFalseNoneFalse14884.9920
3229397111378NoneVol I, P.No-7, I.No-1.9Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Vol No.I P.No. 7 : I.No.1.9) ---- including equipments and all other incidental chargesCum313.88313.88115.68FalseNoneNoneFalseNoneFalse36309.63840
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