| 1723107000000 | 0 | None | None | Roads | CONSTRUCTION OF ROAD AND CDs AT BANDODDI VILLAGE TO JULPULDODDI IN SHOAPUR TQ. DIST. YADGIR. | 5040132.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3723770 | 138061 | None | Item01 | Hume Pipe Culvert 1000mm dia ten vent (LLCW) CD-01 : - Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 ms Earth 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 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 107.1 | 107.1 | 284.67 | False | None | None | False | None | False | 30488.157 | 0 | | 3723771 | 138061 | None | Item02 | Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates :-Providing and laying in position plain 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 as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 6791.53 | 6791.53 | 15.1 | False | None | None | False | None | False | 102552.103 | 0 | | 3723772 | 138061 | None | Item03 | MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates :-Providing and laying in position Reinforced 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 necesary, 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 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 7262.14 | 7262.14 | 110.93 | False | None | None | False | None | False | 805589.1902 | 0 | | 3723773 | 138061 | None | Item04 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation Substructure Superstructure complete as per Drawing and Technical Specifications. 21kg cum, 8T @ 0.2m CC | Tonne | 84311.85 | 84311.85 | 1.22 | False | None | None | False | None | False | 102860.457 | 0 | | 3723774 | 138061 | None | Item05 | Providing and Laying Reinforced Cement Concrete :-Pipe NP3 as per design in Single Row 1000 mm dia :-Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work | Rmtr | 8355.9 | 8355.9 | 75.0 | False | None | None | False | None | False | 626692.5 | 0 | | 3723775 | 138061 | None | Item06 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 497.7 | 497.7 | 219.86 | False | None | None | False | None | False | 109424.322 | 0 | | 3723776 | 138061 | None | Item07 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 1226.4 | 1226.4 | 100.87 | False | None | None | False | None | False | 123706.968 | 0 | | 3723777 | 138061 | None | Item08 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 2007.6 | 2007.6 | 26.24 | False | None | None | False | None | False | 52679.424 | 0 | | 3723778 | 138061 | None | Item09 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 2007.6 | 2007.6 | 7.2 | False | None | None | False | None | False | 14454.72 | 0 | | 3723779 | 138061 | None | Item10 | A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 9509.72 | 9509.72 | 8.22 | False | None | None | False | None | False | 78169.8984 | 0 | | 3723780 | 138061 | None | Item11 | Providing and constructing un-reinforced plain cement concrete pavement, M30 (Grade),: Providing and constructing 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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7112.7 | 7112.7 | 42.6 | False | None | None | False | None | False | 303001.02 | 0 | | 3723781 | 138061 | None | Item12 | Boundary Pillar / Guard Stone :- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Each | 785.4 | 785.4 | 58.0 | False | None | None | False | None | False | 45553.2 | 0 | | 3723782 | 138061 | None | Item13 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 497.7 | 497.7 | 153.0 | False | None | None | False | None | False | 76148.1 | 0 | | 3723783 | 138061 | None | Item14 | Construction of Subgrade and Earthen Shoulders :-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 517.65 | 517.65 | 12.0 | False | None | None | False | None | False | 6211.8 | 0 | | 3723784 | 138061 | None | Item15 | Construction of Granular Sub-Base By Mix in Place Method, For Grading III Material :-Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401Specification Clause 401. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 1498.35 | 1498.35 | 22.5 | False | None | None | False | None | False | 33712.875 | 0 | | 3723785 | 138061 | None | Item16 | Providing and constructing un-reinforced plain cement concrete pavement, M30 (Grade),: Providing and constructing 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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7112.7 | 7112.7 | 33.0 | False | None | None | False | None | False | 234719.1 | 0 | | 3723786 | 138061 | None | Item17 | Boundary Pillar / Guard Stone :- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Each | 785.4 | 785.4 | 60.0 | False | None | None | False | None | False | 47124.0 | 0 | | 3723787 | 138061 | None | Item18 | Hume Pipe Culvert 1000mm dia ten vent (LLCW) CD-02 : - Earth work excavation for Foundation by mechanical means In all kinds of soils Depth upto 3 ms Earth 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 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 107.1 | 107.1 | 192.26 | False | None | None | False | None | False | 20591.046 | 0 | | 3723788 | 138061 | None | Item19 | Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates :-Providing and laying in position plain 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 as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 6791.53 | 6791.53 | 9.29 | False | None | None | False | None | False | 63093.3137 | 0 | | 3723789 | 138061 | None | Item20 | MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates :-Providing and laying in position Reinforced 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 necesary, 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 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 7262.14 | 7262.14 | 64.06 | False | None | None | False | None | False | 465212.6884 | 0 | | 3723790 | 138061 | None | Item21 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation Substructure Superstructure complete as per Drawing and Technical Specifications. 21kg cum, 8T @ 0.2m CC | Tonne | 84311.85 | 84311.85 | 0.7 | False | None | None | False | None | False | 59018.295 | 0 | | 3723791 | 138061 | None | Item22 | Providing and Laying Reinforced Cement Concrete :-Pipe NP3 as per design in Single Row 1000 mm dia :-Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work | Rmtr | 8355.9 | 8355.9 | 37.5 | False | None | None | False | None | False | 313346.25 | 0 | | 3723792 | 138061 | None | Item23 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 497.7 | 497.7 | 78.25 | False | None | None | False | None | False | 38945.025 | 0 | | 3723793 | 138061 | None | Item24 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 1226.4 | 1226.4 | 42.4 | False | None | None | False | None | False | 51999.36 | 0 | | 3723794 | 138061 | None | Item25 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 2007.6 | 2007.6 | 14.48 | False | None | None | False | None | False | 29070.048 | 0 | | 3723795 | 138061 | None | Item26 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 2007.6 | 2007.6 | 7.2 | False | None | None | False | None | False | 14454.72 | 0 | | 3723796 | 138061 | None | Item27 | A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 9509.72 | 9509.72 | 4.98 | False | None | None | False | None | False | 47358.4056 | 0 | | 3723797 | 138061 | None | Item28 | Providing and constructing un-reinforced plain cement concrete pavement, M30 (Grade),: Providing and constructing 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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7112.7 | 7112.7 | 24.6 | False | None | None | False | None | False | 174972.42 | 0 | | 3723798 | 138061 | None | Item29 | Boundary Pillar / Guard Stone :- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Each | 785.4 | 785.4 | 66.0 | False | None | None | False | None | False | 51836.4 | 0 | | 3723799 | 138061 | None | Item30 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 497.7 | 497.7 | 442.0 | False | None | None | False | None | False | 219983.4 | 0 | | 3723800 | 138061 | None | Item31 | Construction of Subgrade and Earthen Shoulders :-Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 517.65 | 517.65 | 26.0 | False | None | None | False | None | False | 13458.9 | 0 | | 3723801 | 138061 | None | Item32 | Construction of Granular Sub-Base By Mix in Place Method, For Grading III Material :-Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401Specification Clause 401. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 1498.35 | 1498.35 | 48.75 | False | None | None | False | None | False | 73044.5625 | 0 | | 3723802 | 138061 | None | Item33 | Providing and constructing un-reinforced plain cement concrete pavement, M30 (Grade),: Providing and constructing 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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 7112.7 | 7112.7 | 71.5 | False | None | None | False | None | False | 508558.05 | 0 | | 3723803 | 138061 | None | Item34 | Boundary Pillar / Guard Stone :- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Each | 785.4 | 785.4 | 130.0 | False | None | None | False | None | False | 102102.0 | 0 |
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