tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1718870256000 | 0 | None | None | Other Works | Providing and fixing pavers and kerb stone in kb Badavane 3rd and 4th cross road both sides and providing and fixing pavers and kerb stone in 1st and 2nd cross road both side in ward no.26, Construction of CC Drain, Providing and fixing of kerb stone and pavers from shivappaihh circle to Old P.B. road through Ballary Siddamma PArk in city Corporation Premises, Davanagere | 4031203.23 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3316702 | 115956 | None | 001 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead In cement mortar | Cum | 824.25 | 824.25 | 41.46 | False | None | None | False | None | False | 34173.405 | 0 | 3316703 | 115956 | None | 002 | 19.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per directionof Engineer-in-charge | Cum | 1746.15 | 1746.15 | 20.0 | False | None | None | False | None | False | 34923.0 | 0 | 3316704 | 115956 | None | 003 | 1.4 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. 1.4.1 In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 27.96 | False | None | None | False | None | False | 7104.636 | 0 | 3316705 | 115956 | None | 004 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates 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 machineries, 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) 2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 14.13 | False | None | None | False | None | False | 84033.936 | 0 | 3316706 | 115956 | None | 005 | 2.3 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 69.31 | False | None | None | False | None | False | 460159.4865 | 0 | 3316707 | 115956 | None | 006 | Supplying, 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. All other type of structures | Tonne | 82961.55 | 82961.55 | 2.29 | False | None | None | False | None | False | 189981.9495 | 0 | 3316708 | 115956 | None | 007 | Appendix 1-Additionalities for Formwork, centering & Scaffolding | Sqm | 1327.83 | 1327.83 | 58.49 | False | None | None | False | None | False | 77664.7767 | 0 | 3316709 | 115956 | None | 008 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavatedearth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work | Cum | 99.75 | 99.75 | 502.26 | False | None | None | False | None | False | 50100.435 | 0 | 3316710 | 115956 | None | 009 | Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 251.13 | False | None | None | False | None | False | 27687.0825 | 0 | 3316711 | 115956 | None | 010 | 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. If the height of embankment construction is more than 1.50 m add 5% per for every 1.50 m height or part there of Deduct 5% per if rollers are not used and tamping is done manually | Cum | 497.7 | 497.7 | 238.57 | False | None | None | False | None | False | 118736.289 | 0 | 3316712 | 115956 | None | 011 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 251.13 | False | None | None | False | None | False | 674773.7535 | 0 | 3316713 | 115956 | None | 012 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification | Sqm | 1219.05 | 1219.05 | 1674.2 | False | None | None | False | None | False | 2040933.51 | 0 | 3316714 | 115956 | None | 013 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) (P.No.146 I.No 6) 8.42.3 600 x 300 x 150 mm size | Mtr | 486.15 | 486.15 | 291.0 | False | None | None | False | None | False | 141469.65 | 0 | 3316715 | 115956 | None | 014 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 175.35 | 175.35 | 219.45 | False | None | None | False | None | False | 38480.5575 | 0 | 3316716 | 115956 | None | 015 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 502.26 | False | None | None | False | None | False | 44826.705 | 0 | 3316717 | 115956 | None | 016 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
| 1718870256000 | 0 | None | None | Other Works | Providing and fixing pavers and kerb stone in kb Badavane 3rd and 4th cross road both sides and providing and fixing pavers and kerb stone in 1st and 2nd cross road both side in ward no.26, Construction of CC Drain, Providing and fixing of kerb stone and pavers from shivappaihh circle to Old P.B. road through Ballary Siddamma PArk in city Corporation Premises, Davanagere | 4738752.17 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3316718 | 115957 | None | 001 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | Cum | 1080.45 | 1080.45 | 85.46 | False | None | None | False | None | False | 92335.257 | 0 | 3316719 | 115957 | None | 002 | 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- In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 480.6 | False | None | None | False | None | False | 51472.26 | 0 | 3316720 | 115957 | None | 003 | Providing 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 as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 50.29 | False | None | None | False | None | False | 299084.688 | 0 | 3316721 | 115957 | None | 004 | 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 | Cum | 6639.15 | 6639.15 | 217.94 | False | None | None | False | None | False | 1446936.351 | 0 | 3316722 | 115957 | None | 005 | Supplying, 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. All other type of structures | Tonne | 82961.55 | 82961.55 | 8.19 | False | None | None | False | None | False | 679455.0945 | 0 | 3316723 | 115957 | None | 006 | Centring and shuttering for concrete 35% of Conctrete rate | Sqm | 2323.7 | 2323.7 | 158.75 | False | None | None | False | None | False | 368887.375 | 0 | 3316724 | 115957 | None | 007 | Filling 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 | Cum | 279.3 | 279.3 | 87.92 | False | None | None | False | None | False | 24556.056 | 0 | 3316725 | 115957 | None | 008 | 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 work1.14.1 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 267.3 | False | None | None | False | None | False | 28627.83 | 0 | 3316726 | 115957 | None | 009 | Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 123.75 | False | None | None | False | None | False | 13643.4375 | 0 | 3316727 | 115957 | None | 010 | 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.If the height of embankment construction is more than 1.50 m | Cum | 497.7 | 497.7 | 117.56 | False | None | None | False | None | False | 58509.612 | 0 | 3316728 | 115957 | None | 011 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | Cum | 2686.95 | 2686.95 | 123.75 | False | None | None | False | None | False | 332510.0625 | 0 | 3316729 | 115957 | None | 012 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid inrequired pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification | Sqm | 1219.05 | 1219.05 | 825.0 | False | None | None | False | None | False | 1005716.25 | 0 | 3316730 | 115957 | None | 013 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) | Mtr | 486.15 | 486.15 | 330.0 | False | None | None | False | None | False | 160429.5 | 0 | 3316731 | 115957 | None | 014 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 175.35 | 175.35 | 181.5 | False | None | None | False | None | False | 31826.025 | 0 | 3316732 | 115957 | None | 015 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 15 mm nominal dia Pipes | Mtr | 174.3 | 174.3 | 60.0 | False | None | None | False | None | False | 10458.0 | 0 | 3316733 | 115957 | None | 016 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 478.14 | False | None | None | False | None | False | 42673.995 | 0 | 3316734 | 115957 | None | 017 | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 45.16 3x95 Sqmm 288322 Set 6481 7129 | Each | 7485.45 | 7485.45 | 2.0 | False | None | None | False | None | False | 14970.9 | 0 | 3316735 | 115957 | None | 018 | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 45.16 372 45.17 3x240 Sqmm 288324 Set 7903 | Each | 8298.15 | 8298.15 | 2.0 | False | None | None | False | None | False | 16596.3 | 0 | 3316736 | 115957 | None | 019 | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 373 45.18 3x400 Sqmm 288329 Set 9706 10677 | Each | 11210.85 | 11210.85 | 4.0 | False | None | None | False | None | False | 44843.4 | 0 | 3316737 | 115957 | None | 020 | Relesing and Refixing :Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth bescom 2SR 2021-22 for 11 kV SYSTEM | Each | 1803.67 | 1803.67 | 5.0 | False | None | None | False | None | False | 9018.35 | 0 | 3316738 | 115957 | None | 021 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. bescom SR 2021-22 for 11 kV SYSTEM | Each | 525.8 | 525.8 | 5.0 | False | None | None | False | None | False | 2629.0 | 0 | 3316739 | 115957 | None | 022 | ACSR Conductor as per IS-398 (Part -2/1996) Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Bescom 2021-22 part 4 11kv | Kg / M | 67666.5 | 67666.5 | 0.04 | False | None | None | False | None | False | 2706.66 | 0 | 3316740 | 115957 | None | 023 | Stringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit bescom SR 2021-22 for 11 kV | Kg / M | 1803.67 | 1803.67 | 0.48 | False | None | None | False | None | False | 865.7616 | 0 |
| 1718870256000 | 0 | None | None | Other Works | Providing and fixing pavers and kerb stone in kb Badavane 3rd and 4th cross road both sides and providing and fixing pavers and kerb stone in 1st and 2nd cross road both side in ward no.26, Construction of CC Drain, Providing and fixing of kerb stone and pavers from shivappaihh circle to Old P.B. road through Ballary Siddamma PArk in city Corporation Premises, Davanagere | 3272892.33 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3316741 | 115958 | None | 001 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | Cum | 1080.45 | 1080.45 | 73.5 | False | None | None | False | None | False | 79413.075 | 0 | 3316742 | 115958 | None | 002 | 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- In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 94.76 | False | None | None | False | None | False | 10148.796 | 0 | 3316743 | 115958 | None | 003 | Providing 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 as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 34.82 | False | None | None | False | None | False | 207081.504 | 0 | 3316744 | 115958 | None | 004 | 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 | Cum | 6639.15 | 6639.15 | 126.68 | False | None | None | False | None | False | 841047.522 | 0 | 3316745 | 115958 | None | 005 | Supplying, 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. All other type of structures | Tonne | 82961.55 | 82961.55 | 4.86 | False | None | None | False | None | False | 403193.133 | 0 | 3316746 | 115958 | None | 006 | Centring and shuttering for concrete 35% of Conctrete rate | Sqm | 2323.7 | 2323.7 | 126.68 | False | None | None | False | None | False | 294366.316 | 0 | 3316747 | 115958 | None | 007 | Filling 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 | Cum | 279.3 | 279.3 | 60.6 | False | None | None | False | None | False | 16925.58 | 0 | 3316748 | 115958 | None | 008 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work | Cum | 99.75 | 99.75 | 195.0 | False | None | None | False | None | False | 19451.25 | 0 | 3316749 | 115958 | None | 009 | Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 97.5 | False | None | None | False | None | False | 10749.375 | 0 | 3316750 | 115958 | None | 010 | 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. | Cum | 497.7 | 497.7 | 92.63 | False | None | None | False | None | False | 46101.951 | 0 | 3316751 | 115958 | None | 011 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | Cum | 2686.95 | 2686.95 | 97.5 | False | None | None | False | None | False | 261977.625 | 0 | 3316752 | 115958 | None | 012 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 650.0 | False | None | None | False | None | False | 792382.5 | 0 | 3316753 | 115958 | None | 013 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 15 mm nominal dia Pipes | Mtr | 174.3 | 174.3 | 150.0 | False | None | None | False | None | False | 26145.0 | 0 | 3316754 | 115958 | None | 014 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. | Cum | 89.25 | 89.25 | 289.76 | False | None | None | False | None | False | 25861.08 | 0 | 3316755 | 115958 | None | 015 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 | 3316756 | 115958 | None | 016 | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 45.16 3x95 Sqmm 288322 Set 6481 7129 | Each | 7485.45 | 7485.45 | 2.0 | False | None | None | False | None | False | 14970.9 | 0 | 3316757 | 115958 | None | 017 | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 45.16 372 45.17 3x240 Sqmm 288324 Set 7903 | Each | 8298.15 | 8298.15 | 2.0 | False | None | None | False | None | False | 16596.3 | 0 | 3316758 | 115958 | None | 018 | 45 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Straight Through Jointing Kit for XLPE Cable with Copper Lug & Al Ferrule 371 373 45.18 3x400 Sqmm 288329 Set 9706 10677 | Each | 11210.85 | 11210.85 | 3.0 | False | None | None | False | None | False | 33632.55 | 0 | 3316759 | 115958 | None | 019 | Relesing and Refixing :Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth bescom 2SR 2021-22 for 11 kV SYSTEM | Each | 1803.67 | 1803.67 | 5.0 | False | None | None | False | None | False | 9018.35 | 0 | 3316760 | 115958 | None | 020 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. | Each | 525.8 | 525.8 | 5.0 | False | None | None | False | None | False | 2629.0 | 0 | 3316761 | 115958 | None | 021 | ACSR Conductor as per IS-398 (Part -2/1996) Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM | Kg / M | 67666.5 | 67666.5 | 0.04 | False | None | None | False | None | False | 2706.66 | 0 | 3316762 | 115958 | None | 022 | Stringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit bescom SR 2021-22 for 11 kV | Kg / M | 1803.67 | 1803.67 | 0.48 | False | None | None | False | None | False | 865.7616 | 0 | 3316763 | 115958 | None | 023 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm size m | Mtr | 486.15 | 486.15 | 260.0 | False | None | None | False | None | False | 126399.0 | 0 | 3316764 | 115958 | None | 024 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 175.35 | 175.35 | 143.0 | False | None | None | False | None | False | 25075.05 | 0 |
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