| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722332527000 | 1 | None | None | Water /sewage treatment tanks | Estimate of Screening Chamber and Planted Drying Bed (2 Sets) | 3407562.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645340 | 132883 | None | PWD(Public work department), Common sched | 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 technical specifications, 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 | 95.0 | 95.0 | 665.68 | False | None | None | False | None | False | 63239.6 | 0 | | 3645341 | 132883 | None | PWD(Public work department), Common sched | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 160.0 | 160.0 | 252.24 | False | None | None | False | None | False | 40358.4 | 0 | | 3645342 | 132883 | None | PWD(Public work department), Common sched | Rubble Soling: Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2682.0 | 2682.0 | 77.58 | False | None | None | False | None | False | 208069.56 | 0 | | 3645343 | 132883 | None | PWD(Public work department), Common schedule of ra | Plain Cement Concrete: 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) Mix 1:3:6 (M10) Using 40 mm and down size graded
crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 24.28 | False | None | None | False | None | False | 145412.92 | 0 | | 3645344 | 132883 | None | PWD(Public work department), Common schedule of ra | 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 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) Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse aggregates | Cum | 6217.0 | 6217.0 | 3.08 | False | None | None | False | None | False | 19148.36 | 0 | | 3645345 | 132883 | None | PWD(Public work department), Common schedule of ra | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 7293.0 | 7293.0 | 141.8 | False | None | None | False | None | False | 1034147.4 | 0 | | 3645346 | 132883 | None | PWD(Public work department), Common schedule of ra | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 88.0 | 88.0 | 14180.0 | False | None | None | False | None | False | 1247840.0 | 0 | | 3645347 | 132883 | None | PWD(Public work department), for Building rates fo | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 354.0 | 354.0 | 875.64 | False | None | None | False | None | False | 309976.56 | 0 | | 3645348 | 132883 | None | PWD Building SR_2023-24 ( page no 43, INo. No. 8.1 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including
cost of material etc as per specifications and as per directions of the Engineer-in-
Charge. | Sqm | 64.0 | 64.0 | 875.64 | False | None | None | False | None | False | 56040.96 | 0 | | 3645349 | 132883 | None | PWD(Public work department), for Building rates fo | Wastewater pipes:Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 110 mm dia vertical pipe to end cap | Mtr | 411.0 | 411.0 | 112.8 | False | None | None | False | None | False | 46360.8 | 0 | | 3645350 | 132883 | None | PWD(Public work department), for Building rates fo | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 110 mm dia U-PVC equal Tee (class III, 6kg/sqcm) confirming to IS:7834 (tee fixing to
DC inlet) | Mtr | 618.0 | 618.0 | 108.0 | False | None | None | False | None | False | 66744.0 | 0 | | 3645351 | 132883 | None | Rate Analysis | Providing and laying of coarse aggregate size as below after washing & sieving to
make it free from fines & dust.53 mm nominal size | Cum | 1377.37 | 1377.37 | 22.06 | False | None | None | False | None | False | 30384.7822 | 0 | | 3645352 | 132883 | None | Rate Analysis | Providing and laying of coarse aggregate size as below after washing & sieving to
make it free from fines & dust.20 mm nominal size | Cum | 1524.66 | 1524.66 | 14.7 | False | None | None | False | None | False | 22412.502 | 0 | | 3645353 | 132883 | None | Rate Analysis | Providing and laying of coarse aggregate size as below after washing & sieving to
make it free from fines & dust.12.5 mm nominal size | Cum | 1542.17 | 1542.17 | 22.06 | False | None | None | False | None | False | 34020.2702 | 0 | | 3645354 | 132883 | None | Rate Analysis | Providing and laying of coarse aggregate size as below after washing & sieving to
make it free from fines & dust.Sand/Artificial Sand/Manufactured Sand | Cum | 1671.95 | 1671.95 | 36.76 | False | None | None | False | None | False | 61460.882 | 0 | | 3645355 | 132883 | None | Rate Analysis | Precast CC slabs Providing, casting, curing and laying the following CC slabs Percolate channel perforated slabs (880x500x75 mm) | Each | 457.2 | 457.2 | 48.0 | False | None | None | False | None | False | 21945.6 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Integrated Settler and Anaerobic Filter | 187647.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645356 | 132884 | None | PWD(Public work department), Common sched | 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 technical specifications, 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 | 95.0 | 95.0 | 54.76 | False | None | None | False | None | False | 5202.2 | 0 | | 3645357 | 132884 | None | PWD(Public work department), Common sched | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 160.0 | 160.0 | 38.05 | False | None | None | False | None | False | 6088.0 | 0 | | 3645358 | 132884 | None | PWD(Public work department), Common sched | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2682.0 | 2682.0 | 2.71 | False | None | None | False | None | False | 7268.22 | 0 | | 3645359 | 132884 | None | PWD(Public work department), Common schedule of ra | 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)
Mix 1:3:6 (M10) Using 40 mm and down size graded
crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 1.81 | False | None | None | False | None | False | 10840.09 | 0 | | 3645360 | 132884 | None | PWD(Public work department), Common schedule of ra | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Sqm | 7293.0 | 7293.0 | 4.78 | False | None | None | False | None | False | 34860.54 | 0 | | 3645361 | 132884 | None | PWD(Public work department), Common schedule of ra | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for
R.C.C. work including straightening, cutting,bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 88.0 | 88.0 | 475.6 | False | None | None | False | None | False | 41852.8 | 0 | | 3645362 | 132884 | None | PWD(Public work department), for buildings rates o | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of
engineer incharge of work. | Cum | 8211.0 | 8211.0 | 6.15 | False | None | None | False | None | False | 50497.65 | 0 | | 3645363 | 132884 | None | PWD(Public work department), for buildings rates o | Solid Block Masonry:Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1231.0 | 1231.0 | 2.84 | False | None | None | False | None | False | 3496.04 | 0 | | 3645364 | 132884 | None | PWD(Public work department), for Building rates fo | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 354.0 | 354.0 | 48.59 | False | None | None | False | None | False | 17200.86 | 0 | | 3645365 | 132884 | None | PWD Building SR_2023-24 ( page no 43, INo. No. 8.1 | Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications. | Sqm | 64.0 | 64.0 | 48.59 | False | None | None | False | None | False | 3109.76 | 0 | | 3645366 | 132884 | None | PWD(Public work department), for Building rates fo | Wastewater pipes:Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 411.0 | 411.0 | 8.1 | False | None | None | False | None | False | 3329.1 | 0 | | 3645367 | 132884 | None | Rate Analysis | Precast Slabs Providing, casting, curing and laying the following CC slabs 600 mm x 600 mm x 50 mm | Each | 249.38 | 249.38 | 3.0 | False | None | None | False | None | False | 748.14 | 0 | | 3645368 | 132884 | None | Rate Analysis | Perforated slabs 700 mm x 550 mm x 50 mm | Each | 533.4 | 533.4 | 4.0 | False | None | None | False | None | False | 2133.6 | 0 | | 3645369 | 132884 | None | Rate Analysis | Laying cinder:Procuring and lowering the cinder ballast in the AF chamber gently after washing for dust | Cum | 809.58 | 809.58 | 1.26 | False | None | None | False | None | False | 1020.0708 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Soak pit | 22358.49 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645370 | 132885 | None | PWD(Public work department), Common sched | 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 technical specifications, 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 | 95.0 | 95.0 | 10.29 | False | None | None | False | None | False | 977.55 | 0 | | 3645371 | 132885 | None | PWD(Public work department), Common sched | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 160.0 | 160.0 | 3.69 | False | None | None | False | None | False | 590.4 | 0 | | 3645372 | 132885 | None | PWD(Public work department), Common sched | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications.Soling bed for PGF | Cum | 2682.0 | 2682.0 | 0.97 | False | None | None | False | None | False | 2601.54 | 0 | | 3645373 | 132885 | None | BWSSB_2021-22 ( page no 207, 2.1) | Supplying & errection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, formwork and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm
M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete. | No | 1957.0 | 1957.0 | 8.0 | False | None | None | False | None | False | 15656.0 | 0 | | 3645374 | 132885 | None | PWD(Public work department), for Building rates fo | Wastewater Pipes:Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 110mm dia pipe | Mtr | 411.0 | 411.0 | 3.0 | False | None | None | False | None | False | 1233.0 | 0 | | 3645375 | 132885 | None | BWSSB_2021-22 ( page no 207, 2.1) | Precast Cover 75mm thk (1600mm Dia) | Nos | 1300.0 | 1300.0 | 1.0 | False | None | None | False | None | False | 1300.0 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Roof for the Planted Drying Bed | 603167.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645376 | 132886 | None | PWD Building SR_2021-22 ( page no 77, INo. No. 11. | Roofing truss steel:Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials,
labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 113.0 | 113.0 | 3950.44 | False | None | None | False | None | False | 446399.72 | 0 | | 3645377 | 132886 | None | PWD Buildings SR 2023-24- Item No.7.38 Page | Providing and xing precoated galvanised iron pro le sheets (size, shape and pitch of corrugation as approved by Engineer- in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard lm of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be xed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 568.0 | 568.0 | 276.0 | False | None | None | False | None | False | 156768.0 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Interlocking Concrete Block Pavement (Approach Road) | 180889.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645378 | 132887 | None | PWD(Public work department), Common sched | Earth work excavation for Foundation by manual means for all Buildings,Bridges, Retaining walls, Abutment Piers and such similar works as per drawing and technical Specifications, including setting out, providing shoring & srutting,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& other appurtenances required to complete | Cum | 95.0 | 95.0 | 16.5 | False | None | None | False | None | False | 1567.5 | 0 | | 3645379 | 132887 | None | PWD Vol 3 Roads SR_2023-24 ( page no 23, INo. No. | Granular Sub Base:Construction of granular sub-base by providing close graded material 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 401
For grading -I Material | Cum | 2488.0 | 2488.0 | 5.5 | False | None | None | False | None | False | 13684.0 | 0 | | 3645380 | 132887 | None | PWD Vol 3 Roads SR_2023-24 ( page no 27, INo. No. | Wet Mix Macadam:Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Paver in sub base / base course on well prepared surface and compacting with vibratary roller to achieve the desired density. | Cum | 3238.0 | 3238.0 | 5.5 | False | None | None | False | None | False | 17809.0 | 0 | | 3645381 | 132887 | None | PWD Vol 2 Schedule of Rates for Buildings ( page n | 75mm Paver blocks with 50mm sand bed:Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. | Sqm | 1145.0 | 1145.0 | 55.0 | False | None | None | False | None | False | 62975.0 | 0 | | 3645382 | 132887 | None | PWD SR Of Roads and Bridges( Vol-3) 2023-24, PG No | Kerb Stones:Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) | Mtr | 303.0 | 303.0 | 190.0 | False | None | None | False | None | False | 57570.0 | 0 | | 3645383 | 132887 | None | PWD SR Of Roads and Bridges( Vol-3) 2023-24, PG No | Stone Pitching: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 | Cum | 1912.0 | 1912.0 | 14.27 | False | None | None | False | None | False | 27284.24 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Cost Estimate of Chain Link Fencing | 670424.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645384 | 132888 | None | PWD(Public work department), Common sched | 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 technical specifications, 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 | 95.0 | 95.0 | 2.75 | False | None | None | False | None | False | 261.25 | 0 | | 3645385 | 132888 | None | PWD(Public work department), Common schedule of ra | 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) Mix 1:3:6 (M10) Using 40 mm and down size graded
crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 2.75 | False | None | None | False | None | False | 16469.75 | 0 | | 3645386 | 132888 | None | PWD(Public work department), Water supply and UGD | Iron post & struts:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete | Kg | 113.0 | 113.0 | 739.5 | False | None | None | False | None | False | 83563.5 | 0 | | 3645387 | 132888 | None | PWD(Public work department), Water supply and UGD | Chain link fabric fencing:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm) | Sqm | 803.0 | 803.0 | 710.0 | False | None | None | False | None | False | 570130.0 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Interlocking Concrete Block Pavement (Ramp and Platform) | 924971.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645388 | 132889 | None | PWD(Public work department), Common sched | Earth work excavation for Foundation by manual means for all Buildings,Bridges, Retaining walls, Abutment Piers and such similar works as per drawing and technical Specifications, including setting out, providing shoring & srutting,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& other appurtenances required to complete:Excavation for laying flexible pavement | Cum | 95.0 | 95.0 | 46.75 | False | None | None | False | None | False | 4441.25 | 0 | | 3645389 | 132889 | None | PWD Common SR_2021- 22 ( page no 33), INo. No. 1. | 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.Entry & Exit Embankment on the sides of the ascending ramp | Cum | 474.0 | 474.0 | 121.5 | False | None | None | False | None | False | 57591.0 | 0 | | 3645390 | 132889 | None | PWD Common SR_2021- 22 ( page no 33), INo. No. 1. | 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.Platform | Cum | 474.0 | 474.0 | 126.5 | False | None | None | False | None | False | 59961.0 | 0 | | 3645391 | 132889 | None | PWD Vol 3 Roads SR_2023-24 ( page no 23, INo. No. | Granular Sub Base:Construction of granular sub-base by providing close graded material 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 401For grading -I Material | Cum | 2488.0 | 2488.0 | 46.75 | False | None | None | False | None | False | 116314.0 | 0 | | 3645392 | 132889 | None | PWD Vol 3 Roads SR_2023-24 ( page no 27, INo. No. | Wet Mix Macadam:Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Paver in sub base / base course on well prepared surface and compacting
with vibratary roller to achieve the desired density. 5.5 m wide road (2 layers of 75 mm) | Cum | 3238.0 | 3238.0 | 46.75 | False | None | None | False | None | False | 151376.5 | 0 | | 3645393 | 132889 | None | PWD Vol 2 Schedule of Rates for Buildings ( page | 75mm Paver blocks with 50mm sand bed:Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. | Sqm | 1145.0 | 1145.0 | 467.5 | False | None | None | False | None | False | 535287.5 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Additional Works at FSTP site | 73148.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645394 | 132890 | None | PWD Roads SR_2023- 24 ( page no 07, INo. No. 2.3 | Clearing grass and removal of rubbish by manual means upto a
distance of 50 metres outside the periphery of the area cleaned complete as per specifications. MORTH Specification No. 201 | Hectare | 37000.0 | 37000.0 | 0.38 | False | None | None | False | None | False | 14060.0 | 0 | | 3645395 | 132890 | None | PWD(Public work department), Common sched | 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 technical specifications, 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 | Cum | 95.0 | 95.0 | 0.27 | False | None | None | False | None | False | 25.65 | 0 | | 3645396 | 132890 | None | PWD(Public work department), Common schedule of ra | 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 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) Mix 1:3:6 (M10) Using 20 mm and down size graded crushed coarse
aggregates | Cum | 5989.0 | 5989.0 | 0.27 | False | None | None | False | None | False | 1617.03 | 0 | | 3645397 | 132890 | None | BWSSB_2023-24 ( page no 200 I No.16.34) | Procurement of additional plumbing items:Supplying and fixing of -mm dia or inch dia.
THERMOPLASTIC SEWER HOSE, constructed of polyester for intternal inner core, two braids of synthetic fibre reinforcing materials covered by polyesterurethane, minimum bend redius range - 125mm. Burst pressure shall not be less than 7500 PSI (525 bar), working pressure shall not be less than 3000 PSI (210 bar). Temparature limit 40 to 60 degree centigrade, with manufacturer’s test certificate confirming the above parameters with one year guarantee from the date of supply of the hose to the jetting / jetting cum suction machine . For combined jetting / suction machine. For 19mm dia or 3/4” dia | No | 1289.0 | 1289.0 | 1.0 | False | None | None | False | None | False | 1289.0 | 0 | | 3645398 | 132890 | None | PW, P&IWTD Bengaluru circle 2018- 19 SoR (Sl. No. | KSRRB M300-3. Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 em apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm complete as per specifiifications.
MORTH Specification No. 307 KSRRB M300- Maintenance of
lawns or Turfing | Sqm | 16.0 | 16.0 | 3509.8 | False | None | None | False | None | False | 56156.8 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Planted Gravel Filter and Collection Tank | 252006.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645399 | 132891 | None | PWD(Public work department), Common sched | 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 technical specifications, 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 | 95.0 | 95.0 | 58.55 | False | None | None | False | None | False | 5562.25 | 0 | | 3645400 | 132891 | None | PWD(Public work department), Common sched | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 160.0 | 160.0 | 58.39 | False | None | None | False | None | False | 9342.4 | 0 | | 3645401 | 132891 | None | PWD(Public work department), Common sched | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2682.0 | 2682.0 | 6.06 | False | None | None | False | None | False | 16252.92 | 0 | | 3645402 | 132891 | None | PWD(Public work department), Common schedule of ra | 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) Mix 1:3:6 (M10) Using 40 mm and down size graded
crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 2.96 | False | None | None | False | None | False | 17727.44 | 0 | | 3645403 | 132891 | None | PWD(Public work department), Common schedule of ra | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes finsishing concrete structure in line, all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 7293.0 | 7293.0 | 6.01 | False | None | None | False | None | False | 43830.93 | 0 | | 3645404 | 132891 | None | PWD(Public work department), Common schedule of ra | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 88.0 | 88.0 | 599.0 | False | None | None | False | None | False | 52712.0 | 0 | | 3645405 | 132891 | None | PWD(Public work department), for buildings rates o | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of
engineer incharge of work. | Cum | 8211.0 | 8211.0 | 6.91 | False | None | None | False | None | False | 56738.01 | 0 | | 3645406 | 132891 | None | PWD(Public work department), for Building rates fo | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 354.0 | 354.0 | 82.71 | False | None | None | False | None | False | 29279.34 | 0 | | 3645407 | 132891 | None | PWD Building SR_2023-24 ( page no 43, INo. No. 8.1 | Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications. | Sqm | 64.0 | 64.0 | 82.71 | False | None | None | False | None | False | 5293.44 | 0 | | 3645408 | 132891 | None | PWD(Public work department), for Building rates fo | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 110 mm nominal dia outlet to Collection tank | Mtr | 496.44 | 496.44 | 6.0 | False | None | None | False | None | False | 2978.64 | 0 | | 3645409 | 132891 | None | PWD(Public work department), for Building rates fo | 110mm nominal dia (perforated collection pipe ) | Mtr | 496.44 | 496.44 | 6.0 | False | None | None | False | None | False | 2978.64 | 0 | | 3645410 | 132891 | None | Rate Analysis | Providing and laying of coarse aggregate size as below after washing &
sieving to make it free from fines & dust.100 mm and down nominal size of stone aggregate | Cum | 1328.96 | 1328.96 | 2.16 | False | None | None | False | None | False | 2870.5536 | 0 | | 3645411 | 132891 | None | Rate Analysis | Providing and laying of coarse aggregate size as below after washing &
sieving to make it free from fines & dust.20 mm nominal size | Cum | 1524.66 | 1524.66 | 2.1 | False | None | None | False | None | False | 3201.786 | 0 | | 3645412 | 132891 | None | Rate Analysis | Providing and laying of coarse aggregate size as below after washing &
sieving to make it free from fines & dust.12.5 mm nominal size | Cum | 1542.17 | 1542.17 | 2.1 | False | None | None | False | None | False | 3238.557 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Toilet Block | 638914.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645413 | 132892 | None | PWD(Public work department), Common sched | 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 technical specifications, 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.
Excavation for Footings | Cum | 95.0 | 95.0 | 73.73 | False | None | None | False | None | False | 7004.35 | 0 | | 3645414 | 132892 | None | PWD(Public work department), Common sched | Providing and Filling in foundation with granite / trap broken metal
100mm and down size with approved M-Sand including hand packing,
ramming, watering including cost of all materials and labour with all
lead and lift complete as per specifications.
| Cum | 2682.0 | 2682.0 | 6.52 | False | None | None | False | None | False | 17486.64 | 0 | | 3645415 | 132892 | None | PWD(Public work department), Common schedule of ra | 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) Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 0.88 | False | None | None | False | None | False | 5270.32 | 0 | | 3645416 | 132892 | None | PWD(Public work department), Common schedule of ra | 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 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) Mix 1:3:6 (M10) Using 20 mm and down size
graded crushed coarse
aggregates
PCC bed above soling at toilet block area
| Cum | 5989.0 | 5989.0 | 2.36 | False | None | None | False | None | False | 14134.04 | 0 | | 3645417 | 132892 | None | PWD(Public work department), Common schedule of ra | Providing and laying in position Reinforced cement
concrete for all Super structures of building , Road
works, Water works, Irrigation works & super
structure works of bridges upto 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. The cost includes
finsishing concrete structure in line, all lead & lifts, cost of all materials,
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. (The cost
of steel reinforcement, dowel bars & formwork to be paid separately)
M20 Design Mix Using 20 mm and down size graded crushed coarse
aggregates
Top Slab
Fotting
Column
Plinth Beam
Lintel for door D
Lintel for window W
Lintel for ventilator V
Chajja for door D
Chajja for window W
Chajja for ventilator V | Cum | 7293.0 | 7293.0 | 9.63 | False | None | None | False | None | False | 70231.59 | 0 | | 3645418 | 132892 | None | PWD(Public work department), Common schedule of ra | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more
Steel reinforcement for R.C.C. work including straightening,
cutting,bending, placing in position, binding and anchoring to adjacent
members whereever necessary complete as per Design including cost of
material, labour, usage charges complete as per specifications. (The
laps and wastages shall not be measured separately)
| Kg | 88.0 | 88.0 | 963.5 | False | None | None | False | None | False | 84788.0 | 0 | | 3645419 | 132892 | None | PWD(Public work department), for buildings rates o | Burnt Brick Masonry
Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes
and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including
cost of all materials, labour, scaffolding and usage charges of machinery
& other incidental charges complete as per the direction of
engineer incharge of work.
| Cum | 8211.0 | 8211.0 | 18.79 | False | None | None | False | None | False | 154284.69 | 0 | | 3645420 | 132892 | None | PWD(Public work department), for Building rates fo | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to
brick/stone masonary including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost
of materials, labour, curing complete as per specifications and as per
directions of Engineer-in-charge.
External Plastering
long wall
short wall
Register walls
Internal Plastering
Load bearing walls
Internal partition wall
Internal partition wall
Deduct Door D
Deduct ventilator V
At steps riser (1st step)
At steps riser (2nd step)
At steps tread
Register walls
Register base | Sqm | 354.0 | 354.0 | 152.93 | False | None | None | False | None | False | 54137.22 | 0 | | 3645421 | 132892 | None | PWD(Public work department), for Building rates fo | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 312.0 | 312.0 | 23.15 | False | None | None | False | None | False | 7222.8 | 0 | | 3645422 | 132892 | None | PWD(Public work department), for Building rates f | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 295.0 | 295.0 | 176.08 | False | None | None | False | None | False | 51943.6 | 0 | | 3645423 | 132892 | None | PWD(Public work department), for Building rates f | Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete, using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50 kg of cement ) finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. | Sqm | 786.0 | 786.0 | 28.0 | False | None | None | False | None | False | 22008.0 | 0 | | 3645424 | 132892 | None | PWD(Public work department), for Building rates f | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. | Sqm | 1449.0 | 1449.0 | 14.3 | False | None | None | False | None | False | 20720.7 | 0 | | 3645425 | 132892 | None | PWD(Public work department), for Building rates f | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 4478.0 | 4478.0 | 5.67 | False | None | None | False | None | False | 25390.26 | 0 | | 3645426 | 132892 | None | PWD(Public work department), for Building rates f | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge | Sqm | 4345.0 | 4345.0 | 2.41 | False | None | None | False | None | False | 10471.45 | 0 | | 3645427 | 132892 | None | PWD(Public work department), for Building rates f | Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 | Kg | 168.0 | 168.0 | 50.5 | False | None | None | False | None | False | 8484.0 | 0 | | 3645428 | 132892 | None | PWD(Public work department), for Building rates f | 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 | 167.0 | 167.0 | 152.93 | False | None | None | False | None | False | 25539.31 | 0 | | 3645429 | 132892 | None | PWD(Public work department), for Building rates f | Sanitary Fittings:Providing and fixing water closet squatting pan (Indian type
W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8806.0 | 8806.0 | 2.0 | False | None | None | False | None | False | 17612.0 | 0 | | 3645430 | 132892 | None | PWD(Public work department), for Building rates f | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Unit | 4454.0 | 4454.0 | 1.0 | False | None | None | False | None | False | 4454.0 | 0 | | 3645431 | 132892 | None | PWD(Public work department), for Building rates f | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15
mm C.P. brass pillar taps | Unit | 3082.0 | 3082.0 | 2.0 | False | None | None | False | None | False | 6164.0 | 0 | | 3645432 | 132892 | None | PWD(Public work department), for Building rates f | Providing and fixing 100 mm sand cast Iron grating for gully trap.).
do- 12.5cms x 7.5cms
| Each | 215.25 | 215.25 | 4.0 | False | None | None | False | None | False | 861.0 | 0 | | 3645433 | 132892 | None | PWD(Public work department), for Building rates f | KSRB13-6.1-2 : Providing and fixing in position brass bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3. (P.No.91/ I.No.
13.24 of CSR 2015-16) | Each | 305.0 | 305.0 | 4.0 | False | None | None | False | None | False | 1220.0 | 0 | | 3645434 | 132892 | None | PWD(Public work department), for Building rates f | Providing and fixing Chorinated Poly Vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1 00 mtr spacing. This includes JOinting of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall)20mm nominal OD Pipe
20mm nominal OD Pipe
Connection between OHT and nearest water source
Connection between OHT and wash basins
Connection between OHT and toilet seats
Connection between OHT and urinal
| Mtr | 242.0 | 242.0 | 60.0 | False | None | None | False | None | False | 14520.0 | 0 | | 3645435 | 132892 | None | PWD(Public work department), for Building rates f | KSRB 13-11 : Providing and placing on terrace, polyethylene water storage tanks as per IS12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity)
Specification No.KBS 13.22 | No | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 | | 3645436 | 132892 | None | PWD(Public work department), for Building rates fo | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 411.0 | 411.0 | 14.0 | False | None | None | False | None | False | 5754.0 | 0 | | 3645437 | 132892 | None | Rate Analysis | Providing & laying of precast maintenance covers of required size as
per drawing & specification including cost of material, labour etc600 mm x 600 mm x 50 mm | Each | 212.77 | 212.77 | 1.0 | False | None | None | False | None | False | 212.77 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Registers and Stormwater Drain | 728623.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645438 | 132893 | None | PWD(Public work department), Common sched | 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 technical specifications, 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 | 95.0 | 95.0 | 250.41 | False | None | None | False | None | False | 23788.95 | 0 | | 3645439 | 132893 | None | PWD(Public work department), Common schedule of ra | Plain Cement Concrete
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 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) Mix 1:3:6 (M10) Using 20 mm and down size graded
crushed coarse
aggregates
Base for Storm drain
Base for R1, R2, R3, R4
| Cum | 5989.0 | 5989.0 | 16.78 | False | None | None | False | None | False | 100495.42 | 0 | | 3645440 | 132893 | None | PWD(Public work department), for buildings rates o | Solid Blocks
Providing and constructing load bearing wall with Solid Concrete blocks of size
400x150x200mm having block density more than 1800kg/m3 and minimum
compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and
constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage charges of
machinery etc complete as per specifications.
| Sqm | 1231.0 | 1231.0 | 210.0 | False | None | None | False | None | False | 258510.0 | 0 | | 3645441 | 132893 | None | PWD(Public work department), for buildings rates o | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1231.0 | 1231.0 | 5.9 | False | None | None | False | None | False | 7262.9 | 0 | | 3645442 | 132893 | None | PWD(Public work department), for Building rates fo | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per
directions of Engineer-in-charge."
Internal and External wall plastering for storm drain
Base plastering for storm drain
Wall top plastering for storm drain
Internal wall plastering for R1, R2, R3 and R4
External wall plastering for R1, R2, R3 and R4 | Sqm | 354.0 | 354.0 | 617.46 | False | None | None | False | None | False | 218580.84 | 0 | | 3645443 | 132893 | None | PWD Building SR_2023-24 ( page no 43, INo. No. 8.1 | Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications. | Sqm | 64.0 | 64.0 | 617.46 | False | None | None | False | None | False | 39517.44 | 0 | | 3645444 | 132893 | None | PWD(Public work department), for Building rates fo | KSRRB MS00-29.1. Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum450 mm in case of double and triple row ducts, JOints to be made leak proof, invert level of ductto be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98- 1997 and approved drawings complete as per specifications. Case- I : Single row for one utility service | m | 2212.0 | 2212.0 | 7.98 | False | None | None | False | None | False | 17651.76 | 0 | | 3645445 | 132893 | None | PWD(Public work department), for Building rates fo | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3
110 mm dia outlet to keep standing water
110 mm dia connections from PDB to R1 & R2
110 mm dia connections to R1 to R2
110 mm dia connections from R2 to R3 and R4
110 mm dia connections from toilet block to R4
110 mm dia connection from R4 to ISAF | m | 496.44 | 496.44 | 124.2 | False | None | None | False | None | False | 61657.848 | 0 | | 3645446 | 132893 | None | Rate Analysis | Precast CC slabs Providing, casting, curing and laying the following CC slabs
Percolate register cover (700 x 700 x 50 mm)
| Each | 289.61 | 289.61 | 4.0 | False | None | None | False | None | False | 1158.44 | 0 |
| | 1722332527000 | 0 | None | None | Water /sewage treatment tanks | Estimate of Electrical Work for Toilet Block and Street Lights | 80790.58 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645447 | 132894 | None | PWD(Public work department), Common sched | 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 technical specifications, 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. | m | 95.0 | 95.0 | 30.0 | False | None | None | False | None | False | 2850.0 | 0 | | 3645448 | 132894 | None | BWSB SoR 2023-24 Vol-V (Item No.13.39 Page No 157) | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit.
The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts,
washers and check nuts, the pipe shall have 16 through holes of 12mm dia. | No | 3750.0 | 3750.0 | 1.0 | False | None | None | False | None | False | 3750.0 | 0 | | 3645449 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 12.58,Page No | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip 25x3mm | m | 82.0 | 82.0 | 5.0 | False | None | None | False | None | False | 410.0 | 0 | | 3645450 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 12.58.6,Page | Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required. GI strip 600x600x3mm GI Plate | Each | 875.0 | 875.0 | 1.0 | False | None | None | False | None | False | 875.0 | 0 | | 3645451 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 1.2 P.No :2) | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia .mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 40 mm dia 2.5 mm thick | m | 147.0 | 147.0 | 10.0 | False | None | None | False | None | False | 1470.0 | 0 | | 3645452 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 2.3 P.No :5) | Wiring from nearest power source
"Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low
conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments."
16 sqmm
| m | 318.0 | 318.0 | 10.0 | False | None | None | False | None | False | 3180.0 | 0 | | 3645453 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 5.17 P.No17) | LT panel, MCB and Switch Board
"Supplying and fixing regular MCCB distribution Panel
confirming to IS/IEC 61439 - 3 and IK09 tested as per IS/IEC 62262 with minimum IP43 protection provided with Polyurethane (PUR) gasket, with suitable earthing system, on wall/wood board/flush mounting using required cl A , bolts, nuts, etc., with provision for fixing of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440V 3phase 4 wire powder coated painting etc., complete with a provision for fixing of
single/three phase suitable capacity MCB's as outgoings
confirming to IS/IEC 60898 - 2."
4 way
| Each | 10329.0 | 10329.0 | 1.0 | False | None | None | False | None | False | 10329.0 | 0 | | 3645454 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 3.5) P.no 9 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. | Each | 234.0 | 234.0 | 1.0 | False | None | None | False | None | False | 234.0 | 0 | | 3645455 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 5.18.1 P.No17 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
6-32Amps SP
| Each | 415.0 | 415.0 | 2.0 | False | None | None | False | None | False | 830.0 | 0 | | 3645456 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 2.1.1 P.No5) | Point Wiring
Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit/ casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. GROUP A
Short point upto 3Mtr from tapping point to out let via switch
| Point | 285.0 | 285.0 | 1.0 | False | None | None | False | None | False | 285.0 | 0 | | 3645457 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 2.3 P.No5) | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A.
2.5 sqmm
Wiring for bulbs in the toilet block
Wiring for monoblock pump
Wiring for street lights
| m | 42.0 | 42.0 | 50.0 | False | None | None | False | None | False | 2100.0 | 0 | | 3645458 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 11.3 P.No 43 | Supplying of feet PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.
LED light fitting 1 x420/22 w One in each toilet
| Each | 690.0 | 690.0 | 2.0 | False | None | None | False | None | False | 1380.0 | 0 | | 3645459 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 4.2 P.No 12) | Fabricating, supplying and erection of . ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top. mm with 3 mm thick, suitable base plate and 4Nos of long J bolts
along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and
153 etc., (excluding foundation) as per drawing appended. | Each | 9900.0 | 9900.0 | 2.0 | False | None | None | False | None | False | 19800.0 | 0 | | 3645460 | 132894 | None | PWD Electrical SoR 2023-24 (Item No. 11.9 P.No 46 | Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70% CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ misswiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption.
LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia | No | 6768.0 | 6768.0 | 2.0 | False | None | None | False | None | False | 13536.0 | 0 | | 3645461 | 132894 | None | Rate Analysis | Pump installation and erection
Procuring and installation of 0.5 HP pump for the maintenance of modules as specified by the EIC
| No | 19761.58 | 19761.58 | 1.0 | False | None | None | False | None | False | 19761.58 | 0 |
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