tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1719460471000 | 0 | None | None | Other Works | Construction of Drain from Guruboodu house to AK Malleshappa house in Kumathi village | 168264.7 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372333 | 118704 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. PWD DSR.2023-24/V-1 , Pg-5 Item No.1.4.1 Rs.242/cum | Cum | 254.1 | 254.1 | 24.26 | False | None | None | False | None | False | 6164.466 | 0 | 3372334 | 118704 | None | code02 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.PWD DSR.2023-24/V-1 , Pg-15 Item No.2.1.3 Rs.5989.00/cum | Cum | 6288.45 | 6288.45 | 4.41 | False | None | None | False | None | False | 27732.0645 | 0 | 3372335 | 118704 | None | code03 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-16 Item No.2.4.2 Rs.6323.00/cum | Cum | 8852.2 | 8852.2 | 8.82 | False | None | None | False | None | False | 78076.404 | 0 | 3372336 | 118704 | None | code04 | 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 PWD DSR.2023-24/V-1, Pg-84 I No. 2.11A Rs.89457/MT | MT | 93.93 | 93.93 | 556.71 | False | None | None | False | None | False | 52291.7703 | 0 | 3372337 | 118704 | None | code05 | Providing and fixing name board | Each | 4000.0 | 4000.0 | 1.0 | False | None | None | False | None | False | 4000.0 | 0 |
| 1719460471000 | 0 | None | None | Other Works | construction of cc road from maliyamma temple to mallikarjuna house in Kumathi village | 252606.83 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372338 | 118705 | None | code01 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cum | Cum | 254.1 | 254.1 | 43.04 | False | None | None | False | None | False | 10936.464 | 0 | 3372339 | 118705 | None | code02 | 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 PWD SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cum | Cum | 110.25 | 110.25 | 32.28 | False | None | None | False | None | False | 3558.87 | 0 | 3372340 | 118705 | None | code03 | 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cum | Cum | 497.7 | 497.7 | 21.52 | False | None | None | False | None | False | 10710.504 | 0 | 3372341 | 118705 | None | code04 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum) | Cum | 2686.95 | 2686.95 | 16.14 | False | None | None | False | None | False | 43367.373 | 0 | 3372342 | 118705 | None | code05 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cum | Cum | 6692.7 | 6692.7 | 26.9 | False | None | None | False | None | False | 180033.63 | 0 | 3372343 | 118705 | None | code06 | Providing and fixing name board | Each | 4000.0 | 4000.0 | 1.0 | False | None | None | False | None | False | 4000.0 | 0 |
| 1719460471000 | 0 | None | None | Other Works | Construction of CC road from Siddalingaiah swamy temple to Kareningaiah hous in Kumathi village | 210556.24 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372344 | 118706 | None | code01 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cum | Cum | 254.1 | 254.1 | 35.76 | False | None | None | False | None | False | 9086.616 | 0 | 3372345 | 118706 | None | code02 | 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 PWD SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cum | Cum | 110.25 | 110.25 | 26.82 | False | None | None | False | None | False | 2956.905 | 0 | 3372346 | 118706 | None | code03 | 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cum | Cum | 497.7 | 497.7 | 17.88 | False | None | None | False | None | False | 8898.876 | 0 | 3372347 | 118706 | None | code04 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum) | Cum | 2686.95 | 2686.95 | 13.41 | False | None | None | False | None | False | 36031.9995 | 0 | 3372348 | 118706 | None | code05 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cum | Cum | 6692.7 | 6692.7 | 22.35 | False | None | None | False | None | False | 149581.845 | 0 | 3372349 | 118706 | None | code06 | Providing and fixing name board | Each | 4000.0 | 4000.0 | 1.0 | False | None | None | False | None | False | 4000.0 | 0 |
| 1719460471000 | 0 | None | None | Other Works | Construction of cc road from Tootada boraiah house to Pujari obaiah house in Kumathi village | 210474.93 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372350 | 118707 | None | code01 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cum | Cum | 254.1 | 254.1 | 35.75 | False | None | None | False | None | False | 9084.075 | 0 | 3372351 | 118707 | None | code02 | 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 PWD SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cum | Cum | 110.25 | 110.25 | 26.81 | False | None | None | False | None | False | 2955.8025 | 0 | 3372352 | 118707 | None | code03 | 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cum | Cum | 497.7 | 497.7 | 17.88 | False | None | None | False | None | False | 8898.876 | 0 | 3372353 | 118707 | None | code04 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum) | Cum | 2686.95 | 2686.95 | 13.406 | False | None | None | False | None | False | 36021.2517 | 0 | 3372354 | 118707 | None | code05 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cum | Cum | 6692.7 | 6692.7 | 22.34 | False | None | None | False | None | False | 149514.918 | 0 | 3372355 | 118707 | None | code06 | Providing and fixing name board | Each | 4000.0 | 4000.0 | 1.0 | False | None | None | False | None | False | 4000.0 | 0 |
| 1719460471000 | 0 | None | None | Other Works | Construction of cc road from Tammaiahnagudda main road to Kalleshi house in Kumathi village | 125992.94 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372356 | 118708 | None | code01 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cum | Cum | 254.1 | 254.1 | 21.12 | False | None | None | False | None | False | 5366.592 | 0 | 3372357 | 118708 | None | code02 | 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 PWD SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cum | Cum | 110.25 | 110.25 | 15.84 | False | None | None | False | None | False | 1746.36 | 0 | 3372358 | 118708 | None | code03 | 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cum | Cum | 497.7 | 497.7 | 10.56 | False | None | None | False | None | False | 5255.712 | 0 | 3372359 | 118708 | None | code04 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum) | Cum | 2686.95 | 2686.95 | 7.92 | False | None | None | False | None | False | 21280.644 | 0 | 3372360 | 118708 | None | code05 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cum | Cum | 6692.7 | 6692.7 | 13.2 | False | None | None | False | None | False | 88343.64 | 0 | 3372361 | 118708 | None | code06 | Providing and fixing name board | Each | 4000.0 | 4000.0 | 1.0 | False | None | None | False | None | False | 4000.0 | 0 |
| 1719460471000 | 0 | None | None | Other Works | Construction of cc road from Tumalamma house to Maliyamma temple in Kumathi village | 116091.38 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372362 | 118709 | None | code01 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, Ordinary soil upto 3 m depth (PWD CSR 2023-24 VOL-1 S.No. 1.4.1 P.No.5 ) Rs:242.00/cum | Cum | 254.1 | 254.1 | 19.4 | False | None | None | False | None | False | 4929.54 | 0 | 3372363 | 118709 | None | code02 | 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 PWD SR 2023-24 V-III P 17 I.No.3.7 Rs.105.00/cum | Cum | 110.25 | 110.25 | 14.55 | False | None | None | False | None | False | 1604.1375 | 0 | 3372364 | 118709 | None | code03 | 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..PWD SR 2023-24 V-I P 7 I.No.1.8 Rs.474.00/cum | Cum | 497.7 | 497.7 | 9.7 | False | None | None | False | None | False | 4827.69 | 0 | 3372365 | 118709 | None | code04 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityPWD CSR 2023-24 VOL-3, SL.No.4.17 (A) P.No. 26 Rs.2559.00/cum) | Cum | 2686.95 | 2686.95 | 7.275 | False | None | None | False | None | False | 19547.56125 | 0 | 3372366 | 118709 | None | code05 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per claue 1501.2.2 design mix M20 (grade ), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceedng 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing of 125 micron thickness polythene film, wedges, steel plates including levelling the formwork as per draqwings ), spreading the concrete with shoes, rakes, compacted using needle, screeed and plate vibrators and finished in continuous operation including provision of contraction and expansion, consstruction joints, primer, sealant, curing of concrete slabs for 14-days , and water finishing to line and grade as per drawing and technical specifications clause 1501.PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) Rs.6374.00/cum | Cum | 6692.7 | 6692.7 | 12.13 | False | None | None | False | None | False | 81182.451 | 0 | 3372367 | 118709 | None | code06 | Providing and fixing name board | Each | 4000.0 | 4000.0 | 1.0 | False | None | None | False | None | False | 4000.0 | 0 |
| 1719460471000 | 0 | None | None | Other Works | Construction of compound to Government Higher primary school at Kumathi village | 189498.16 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372368 | 118710 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. | Cum | 470.0 | 470.0 | 10.043 | False | None | None | False | None | False | 4720.21 | 0 | 3372369 | 118710 | None | code02 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 1.674 | False | None | None | False | None | False | 10526.8653 | 0 | 3372370 | 118710 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 5.645 | False | None | None | False | None | False | 33257.79975 | 0 | 3372371 | 118710 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 3.77 | False | None | None | False | None | False | 25290.8565 | 0 | 3372372 | 118710 | None | code05 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 208.95 | 208.95 | 16.74 | False | None | None | False | None | False | 3497.823 | 0 | 3372373 | 118710 | None | code06 | Providing and laying in position 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 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 0.941 | False | None | None | False | None | False | 6550.7715 | 0 | 3372374 | 118710 | None | code07 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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. | Cum | 1375.5 | 1375.5 | 44.64 | False | None | None | False | None | False | 61402.32 | 0 | 3372375 | 118710 | None | code08 | 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 | 309.75 | 309.75 | 89.1 | False | None | None | False | None | False | 27598.725 | 0 | 3372376 | 118710 | None | code09 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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 | 186.9 | 186.9 | 89.1 | False | None | None | False | None | False | 16652.79 | 0 |
| 1719460471000 | 0 | None | None | Other Works | Construction of Toilet at GHP school in Kumathi village | 105335.26 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372377 | 118711 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. | Cum | 254.1 | 254.1 | 1.512 | False | None | None | False | None | False | 384.1992 | 0 | 3372378 | 118711 | None | code02 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 0.422 | False | None | None | False | None | False | 2653.7259 | 0 | 3372379 | 118711 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 1.134 | False | None | None | False | None | False | 6681.0177 | 0 | 3372380 | 118711 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 0.9576 | False | None | None | False | None | False | 6424.01172 | 0 | 3372381 | 118711 | None | code05 | Providing and laying in position 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 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 0.159 | False | None | None | False | None | False | 1106.8785 | 0 | 3372382 | 118711 | None | code06 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 2.88 | False | None | None | False | None | False | 771.12 | 0 | 3372383 | 118711 | None | code07 | 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 | 454.65 | 454.65 | 0.711 | False | None | None | False | None | False | 323.25615 | 0 | 3372384 | 118711 | None | code08 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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 specificatio | Cum | 1375.5 | 1375.5 | 11.999 | False | None | None | False | None | False | 16504.6245 | 0 | 3372385 | 118711 | None | code09 | 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 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10442.25 | 10442.25 | 0.451 | False | None | None | False | None | False | 4709.45475 | 0 | 3372386 | 118711 | None | code10 | 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 | 93.93 | 93.93 | 36.1 | False | None | None | False | None | False | 3390.873 | 0 | 3372387 | 118711 | None | code11 | 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 | 309.75 | 309.75 | 10.08 | False | None | None | False | None | False | 3122.28 | 0 | 3372388 | 118711 | None | code12 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. PWD DSR.2023-24/V-2, Pg-42 I No. 8.8 Rs.371.00/sqm | Sqm | 389.55 | 389.55 | 14.88 | False | None | None | False | None | False | 5796.504 | 0 | 3372389 | 118711 | None | code13 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | Kgs | 176.4 | 176.4 | 1.89 | False | None | None | False | None | False | 333.396 | 0 | 3372390 | 118711 | None | code14 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | 133.35 | 133.35 | 5.76 | False | None | None | False | None | False | 768.096 | 0 | 3372391 | 118711 | None | code15 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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 | 186.9 | 186.9 | 14.88 | False | None | None | False | None | False | 2781.072 | 0 | 3372392 | 118711 | None | code16 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete PWD DSR.2023-24 /V-2, Pg-60 I No.9.11 Rs. 889.00sqm | Sqm | 811.65 | 811.65 | 8.73 | False | None | None | False | None | False | 7085.7045 | 0 | 3372393 | 118711 | None | code17 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinge with one side prelam | Sqm | 2142.0 | 2142.0 | 1.35 | False | None | None | False | None | False | 2891.7 | 0 | 3372394 | 118711 | None | code18 | Suplying and fixing RCC rings for toilet soak pit (size 1.5m dia and height of 0.30m) with suitable cover as per RWSS SR 2012-13 | Each | 1284.0 | 1284.0 | 5.0 | False | None | None | False | None | False | 6420.0 | 0 | 3372395 | 118711 | None | code19 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid | Each | 6275.85 | 6275.85 | 1.0 | False | None | None | False | None | False | 6275.85 | 0 | 3372396 | 118711 | None | code20 | Providing and fixing chlorinated polyvinyl chloride ( CPVC) pipes having thermal stability for Hot and cold water supply including all CPVC palin and brass threated fittings i/c fixing the pipe with clamps at 1.0 mt. spacing, This includes jointing of pipes and fittings with one step CPVC solvent cement and cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer inchare concealed work work including cutting chases and making good the walls etc., PWD SR. 2023-24/ Pg- 122 I No.13.32.3 Rs. 477.00/mtr | Mtr | 500.85 | 500.85 | 20.0 | False | None | None | False | None | False | 10017.0 | 0 | 3372397 | 118711 | None | code21 | Supplying & delivery of pump. 0.50HP As per market rate. | Each | 4200.0 | 4200.0 | 1.0 | False | None | None | False | None | False | 4200.0 | 0 | 3372398 | 118711 | None | code22 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separat PWD SR. 2023-24/ Pg- 123 I No.13.34A Rs.9.00/ltrs | Ltr | 9.45 | 9.45 | 500.0 | False | None | None | False | None | False | 4725.0 | 0 | 3372399 | 118711 | None | code23 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin-Charge. | Kgs | 144.9 | 144.9 | 55.0 | False | None | None | False | None | False | 7969.5 | 0 |
| 1719460471000 | 0 | None | None | Other Works | Construction of Toilet in Commuting Hostel at Kumathi village | 83843.41 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372400 | 118712 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. | Cum | 254.1 | 254.1 | 1.51 | False | None | None | False | None | False | 383.691 | 0 | 3372401 | 118712 | None | code02 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 0.36 | False | None | None | False | None | False | 2263.842 | 0 | 3372402 | 118712 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 1.13 | False | None | None | False | None | False | 6657.4515 | 0 | 3372403 | 118712 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 0.64 | False | None | None | False | None | False | 4293.408 | 0 | 3372404 | 118712 | None | code05 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 1.92 | False | None | None | False | None | False | 514.08 | 0 | 3372405 | 118712 | None | code06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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 specificatio | Cum | 1375.5 | 1375.5 | 10.32 | False | None | None | False | None | False | 14195.16 | 0 | 3372406 | 118712 | None | code07 | 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 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10442.25 | 10442.25 | 0.45 | False | None | None | False | None | False | 4699.0125 | 0 | 3372407 | 118712 | None | code08 | 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 | 93.93 | 93.93 | 36.1 | False | None | None | False | None | False | 3390.873 | 0 | 3372408 | 118712 | None | code09 | 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 | 309.75 | 309.75 | 8.64 | False | None | None | False | None | False | 2676.24 | 0 | 3372409 | 118712 | None | code10 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. PWD DSR.2023-24/V-2, Pg-42 I No. 8.8 Rs.371.00/sqm | Sqm | 389.55 | 389.55 | 12.96 | False | None | None | False | None | False | 5048.568 | 0 | 3372410 | 118712 | None | code11 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | Kgs | 176.4 | 176.4 | 1.89 | False | None | None | False | None | False | 333.396 | 0 | 3372411 | 118712 | None | code12 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | 133.35 | 133.35 | 4.32 | False | None | None | False | None | False | 576.072 | 0 | 3372412 | 118712 | None | code13 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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 | 186.9 | 186.9 | 12.96 | False | None | None | False | None | False | 2422.224 | 0 | 3372413 | 118712 | None | code14 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete PWD DSR.2023-24 /V-2, Pg-60 I No.9.11 Rs. 889.00sqm | Sqm | 811.65 | 811.65 | 8.73 | False | None | None | False | None | False | 7085.7045 | 0 | 3372414 | 118712 | None | code15 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinge with one side prelam | Sqm | 2142.0 | 2142.0 | 1.35 | False | None | None | False | None | False | 2891.7 | 0 | 3372415 | 118712 | None | code16 | Suplying and fixing RCC rings for toilet soak pit (size 1.5m dia and height of 0.30m) with suitable cover as per RWSS SR 2012-13 | Each | 1284.0 | 1284.0 | 5.0 | False | None | None | False | None | False | 6420.0 | 0 | 3372416 | 118712 | None | code17 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid | Each | 6275.85 | 6275.85 | 1.0 | False | None | None | False | None | False | 6275.85 | 0 | 3372417 | 118712 | None | code18 | Providing and fixing chlorinated polyvinyl chloride ( CPVC) pipes having thermal stability for Hot and cold water supply including all CPVC palin and brass threated fittings i/c fixing the pipe with clamps at 1.0 mt. spacing, This includes jointing of pipes and fittings with one step CPVC solvent cement and cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer inchare concealed work work including cutting chases and making good the walls etc., PWD SR. 2023-24/ Pg- 122 I No.13.32.3 Rs. 477.00/mtr | Mtr | 500.85 | 500.85 | 19.0 | False | None | None | False | None | False | 9516.15 | 0 | 3372418 | 118712 | None | code19 | Supplying & delivery of pump. 0.50HP As per market rate. | Each | 4200.0 | 4200.0 | 1.0 | False | None | None | False | None | False | 4200.0 | 0 |
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