| 1722334185000 | 1 | None | None | Other Works | Construction of STP and Wetwell to treat sewage water coming from police accommodation houses and Kerimattihalli village to Heggeri lake in Haveri city, undertaken in used water management unit of Haveri Municipal Swachh Bharat Mission-2.0. | 35260504.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3645986 | 132916 | None | ITEM CODE 001 | De silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery, labour and all necessary works as directed and complete as per specification. UNI SR 2023 24 ,VOL 4 ,P 140 , Sl.no 3.13 | Cum | 96.82 | 96.82 | 32810.0 | False | None | None | False | None | False | 3176664.2 | 0 | | 3645987 | 132916 | None | ITEM CODE 002 | Providing new embankment abutting to existing bund to strength the existing bund using soil available in adjacent area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering, Royalty and all necessary works as directed and complete as per specification.UNI SR 2023 24 ,VOL 4 2 ,P 140 , Sl.no 3.8 | Cum | 202.91 | 202.91 | 32810.0 | False | None | None | False | None | False | 6657477.1 | 0 | | 3645988 | 132916 | None | ITEM CODE 003 | Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and 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 and other appurtenaces required to complete the work UNI SR 2023 24 V 1 , P.8, Sl no.1.14.1 | Cum | 105.06 | 105.06 | 291.74 | False | None | None | False | None | False | 30650.2044 | 0 | | 3645989 | 132916 | None | ITEM CODE 004 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings and 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5UNI SR 2023 24 ,VOL 1 ,P 5 , Sl.no 1.4.1 | Cum | 249.26 | 249.26 | 208.94 | False | None | None | False | None | False | 52080.3844 | 0 | | 3645990 | 132916 | None | ITEM CODE 005 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregatesUNI SR 2023 24 ,VOL 1 ,P 15 , Sl.no 2.1.4 | Cum | 6403.51 | 6403.51 | 96.62 | False | None | None | False | None | False | 618707.1362 | 0 | | 3645991 | 132916 | None | ITEM CODE 006 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesUNI SR 2023 24 ,VOL 1 ,P 15 , Sl.no 2.2.1 | Cum | 6475.61 | 6475.61 | 90.18 | False | None | None | False | None | False | 583970.5098 | 0 | | 3645992 | 132916 | None | ITEM CODE 007 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 111 , Sl.no 11 ,Earth retaining structures 10 for Toe wall and Template beamsUNI SR 2023 24 ,VOL 1 Addendum I ,P 111 ,
Sl.no 11 ,Earth retaining structures 10 | Cum | 647.56 | 647.56 | 90.18 | False | None | None | False | None | False | 58396.9608 | 0 | | 3645993 | 132916 | None | ITEM CODE 008 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structuresUNI SR 2023 24 V 1 , P.18, Sl no.2.11 h | t | 81381.33 | 81381.33 | 13.23 | False | None | None | False | None | False | 1076674.9959 | 0 | | 3645994 | 132916 | None | ITEM CODE 009 | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials machinery, labour, laying to specified slope, wedging with chips, finishing and all necessary works as directed and complete as per specification. UNI SR 2023 24 ,VOL 4 2 ,P 129 , Sl.no 1.6 | Sqm | 757.05 | 757.05 | 1596.0 | False | None | None | False | None | False | 1208251.8 | 0 | | 3645995 | 132916 | None | ITEM CODE 010 | Turfing of Nala bund/other water harvesting structure's banks and side slopes over a layer of 5 cm thickness of sand layer, watering for 15 days, 0.5Km lead for turf and 5.0 Km lead for sand.F/H/WS SR 2022 23 V 8 , P.66, Sl no.22.7 | Sqm | 51.19 | 51.19 | 684.0 | False | None | None | False | None | False | 35013.96 | 0 | | 3645996 | 132916 | None | ITEM CODE 011 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge. UNI SR 2023 24 ,VOL 2 ,P 84 , Sl.no 11.25.2 | Kg | 140.08 | 140.08 | 13059.64 | False | None | None | False | None | False | 1829394.3712 | 0 | | 3645997 | 132916 | None | ITEM CODE 012 | 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 UNI SR 2023 24 ,VOL 2 ,P 95 , Sl.no 11.58 | Sqm | 827.09 | 827.09 | 861.0 | False | None | None | False | None | False | 712124.49 | 0 | | 3645998 | 132916 | None | ITEM CODE 013 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. UNI SR 2023 24 ,VOL 2 ,P 47 , Sl.no 8.33.3 | Sqm | 143.17 | 143.17 | 1722.0 | False | None | None | False | None | False | 246538.74 | 0 | | 3645999 | 132916 | None | ITEM CODE 014 | 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 300 x 300 x 150 mm sizeUNI SR 2023 24 ,VOL 3 ,P 74 , Sl.no 8.42.7 | m | 387.28 | 387.28 | 760.0 | False | None | None | False | None | False | 294332.8 | 0 | | 3646000 | 132916 | None | ITEM CODE 015 | 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 UNI SR 2023 24 ,VOL 2 ,P 48 , Sl.no 8.39 | Sqm | 130.81 | 130.81 | 380.0 | False | None | None | False | None | False | 49707.8 | 0 | | 3646001 | 132916 | None | ITEM CODE 016 | 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 and all other appurtenaces required to complete the work as pewr direction of engineer incharge.UNI SR 2023 24 ,VOL 1 ,P 7 , Sl.no 1.8 | Cum | 488.22 | 488.22 | 775.2 | False | None | None | False | None | False | 378468.144 | 0 | | 3646002 | 132916 | None | ITEM CODE 017 | Earth work excavation for All kinds of soils. Depth upto 1.50 m pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails and bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata..as per direction of Engineer in charge.etc., completePWD ,SR, 2023 24, 1.17.1, Volume 1, Chapter
1, P.NO 10 | Cum | 269.86 | 269.86 | 750.23 | False | None | None | False | None | False | 202457.0678 | 0 | | 3646003 | 132916 | None | ITEM CODE 018 | Demolishing brick work manually/ by mechanical means including stack ing of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in charg In cement mortar m3 1,029.00 existing inspection chambers at buildings sidePWD ,SR, 2023 24, 19.7.7, Volume 2, , P.NO 187 | Cum | 1059.87 | 1059.87 | 20.74 | False | None | None | False | None | False | 21981.7038 | 0 | | 3646004 | 132916 | None | ITEM CODE 019 | 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 specificationsPWD ,SR, 2023 24, 1.10 Volume 1, Chapter 1,
P.NO 7 | Cum | 164.8 | 164.8 | 1245.85 | False | None | None | False | None | False | 205316.08 | 0 | | 3646005 | 132916 | None | ITEM CODE 020 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592 Part I : 1988 and IS 12592 Part II :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. .For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.2 M depth and Medium duty SFRC cover and frameBWSSB SR 2023 16.40.,VOLUME 5 ,CHAPTER 16 , PAGE NO: 201 | Each | 29633.31 | 29633.31 | 50.0 | False | None | None | False | None | False | 1481665.5 | 0 | | 3646006 | 132916 | None | ITEM CODE 021 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592 Part I : 1988 and IS 12592 Part II :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. .For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.6 M depth and Medium duty SFRC cover and frameBWSSB SR 2023 16.40.,VOLUME 5 ,CHAPTER 16 , PAGE NO: 201 | Each | 38740.98 | 38740.98 | 10.0 | False | None | None | False | None | False | 387409.8 | 0 | | 3646007 | 132916 | None | ITEM CODE 022 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592 Part I : 1988 and IS 12592 Part II :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. .For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.8 M depth and Medium duty SFRC cover and frameBWSSB SR 2023 16.40.,VOLUME 5 ,CHAPTER 16 , PAGE NO: 201 | Each | 43294.81 | 43294.81 | 4.0 | False | None | None | False | None | False | 173179.24 | 0 | | 3646008 | 132916 | None | ITEM CODE 023 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592 Part I : 1988 and IS 12592 Part II :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. .For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2 M depth and Medium duty SFRC cover and frameBWSSB SR 2023 16.40.2,VOLUME 5 ,CHAPTER 16 , PAGE NO: 192 | Each | 47848.65 | 47848.65 | 8.0 | False | None | None | False | None | False | 382789.2 | 0 | | 3646009 | 132916 | None | ITEM CODE 024 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type, with all labour, lead and lifts, including encasing the pipes 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 contractorwill make his own arrangements for procuring water for testing etc. complete for: Pipes of SN4, 110mm dia.KUWSDB,SR,2023 24, 10.2.2, Vol V Chp 10 P. NO 114 | m | 296.64 | 296.64 | 300.0 | False | None | None | False | None | False | 88992.0 | 0 | | 3646010 | 132916 | None | ITEM CODE 025 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type, with all labour, lead and lifts, including encasing the pipes 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 contractorwill make his own arrangements for procuring water for testing etc. complete for: Pipes of SN4, 200mm dia.KUWSDB,SR,2023 24, 10.2.5, Vol V Chp 10 P. NO 114 | m | 855.93 | 855.93 | 330.0 | False | None | None | False | None | False | 282456.9 | 0 | | 3646011 | 132916 | None | ITEM CODE 026 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type, with all labour, lead and lifts, including encasing the pipes 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 contractorwill make his own arrangements for procuring water for testing etc. complete for: Pipes of SN4, 160mm dia.KUWSDB,SR,2023 24, 10.2.4, Vol V Chp 10 P. NO 114 | m | 593.28 | 593.28 | 455.0 | False | None | None | False | None | False | 269942.4 | 0 | | 3646012 | 132916 | None | ITEM CODE 027 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type, with all labour, lead and lifts, including encasing the pipes 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 contractorwill make his own arrangements for procuring water for testing etc. complete for: Pipes of SN4, 250mm dia.KUWSDB,SR,2023 24, 10.2.6,Vol V Chp 10 P. NO 114 | m | 1312.22 | 1312.22 | 200.0 | False | None | None | False | None | False | 262444.0 | 0 | | 3646013 | 132916 | None | ITEM CODE 028 | Providing and laying in Cement Concrete for M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates all Basement and surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.PWD ,SR, 2023 24, 2.3.1, Volume 1, Chapter
1, P.NO 16 | m | 6512.69 | 6512.69 | 38.66 | False | None | None | False | None | False | 251780.5954 | 0 | | 3646014 | 132916 | None | ITEM CODE 029 | Providing 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 and 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 etcBWSSB SR 2023 24,,VOLUME 5
,CHAPTER 16 , item no 10.1.5 , PAGE NO: 113 | m | 226.6 | 226.6 | 48.0 | False | None | None | False | None | False | 10876.8 | 0 | | 3646015 | 132916 | None | ITEM CODE 030 | Providing 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 and 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 etcBWSSB SR 2023 24,,VOLUME 5
,CHAPTER 16 , item no 10.1.7 , PAGE NO: 113 | m | 423.33 | 423.33 | 48.0 | False | None | None | False | None | False | 20319.84 | 0 | | 3646016 | 132916 | None | ITEM CODE 031 | Providing and laying in position Cement Concrete Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 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 and 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.PWD ,SR, 2023 24, Vol 1, I. no. 2.1.3 and Pg no 15 | Cum | 6168.67 | 6168.67 | 26.58 | False | None | None | False | None | False | 163963.2486 | 0 | | 3646017 | 132916 | None | ITEM CODE 032 | Supplying, fitting and placing TMT FE 550 / 550D Building Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.PWD ,SR, 2023 24, Vol 1, I. no. 2.11 a and Pg no 18 | Tonne | 92140.71 | 92140.71 | 1.02 | False | None | None | False | None | False | 93983.5242 | 0 | | 3646018 | 132916 | None | ITEM CODE 033 | Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant Bio STP for black water with all necessary accessoriessuch as pre filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCCABD Tank. It includes an internal matrix for enhanced growth of bacteria,rising and falling pipes. For grey water, pre filter, oilskimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure 2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. All specifications as per UNI SR Volume No 05, Annexure 2 Page No 263 and 264
Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards.
2. After commissioning of plant necessary testing to be done for the
3. Satisfaction of the Engineer in charge.
4. Design drawing of the system suitable for erection 75 KLD is given in
figure for reference. Rate analysis attached separatelyPWD ,SR, 2023 24, Vol 5, I. no. 22.2.1 and Pg no 251 | Each | 3893400.0 | 3893400.0 | 1.0 | False | None | None | False | None | False | 3893400.0 | 0 | | 3646019 | 132916 | None | ITEM CODE 034 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 15 ,RCC Roof Slabs 50 WET WELL UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 15 ,RCC Roof Slabs 50 | Cum | 3256.35 | 3256.35 | 2.39 | False | None | None | False | None | False | 7782.6765 | 0 | | 3646020 | 132916 | None | ITEM CODE 035 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 11 ,Earth retaining structures 10 sump UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 11 ,Earth retaining structures 10 | Cum | 651.27 | 651.27 | 9.59 | False | None | None | False | None | False | 6245.6793 | 0 | | 3646021 | 132916 | None | ITEM CODE 036 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 111 , Sl.no 4 ,Cement Concrete Drain Walls 35 DRAIN UNI SR 2023 24 ,VOL 1 Addendum I ,P 111 , Sl.no 4 ,Cement Concrete Drain Walls 35 | Cum | 2279.44 | 2279.44 | 82.95 | False | None | None | False | None | False | 189079.548 | 0 | | 3646022 | 132916 | None | ITEM CODE 037 | Filling approved 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 mPWD ,SR, 2023 24 Vol 1, I. no. 1.11 Pg no 7 | Cum | 445.99 | 445.99 | 27.1 | False | None | None | False | None | False | 12086.329 | 0 | | 3646023 | 132916 | None | ITEM CODE 038 | 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 specificationsPWD ,SR, 2023 24, Vol 2, I. no. 6.34 and Pg no 17 | Sqm | 1137.12 | 1137.12 | 32.43 | False | None | None | False | None | False | 36876.8016 | 0 | | 3646024 | 132916 | None | ITEM CODE 039 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and 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 and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesPWD ,SR, 2023 24, Vol 1, I. no. 2.5.2 and Pg no 16 Vol 1, Page No.111Appendix I Additionalities for Formwork, Centering and Scaffolding 20 | Cum | 7048.29 | 7048.29 | 1.64 | False | None | None | False | None | False | 11559.1956 | 0 | | 3646025 | 132916 | None | ITEM CODE 040 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 14 , RCC Beams, Lintels and Troughs of Aqueducts 60 Sump UNI SR 2023 24 ,VOL 1 | Cum | 4228.97 | 4228.97 | 0.3 | False | None | None | False | None | False | 1268.691 | 0 | | 3646026 | 132916 | None | ITEM CODE 041 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 15 , RCC Roof Slabs 50 Sump UNI SR 2023 24 ,VOL 1 Addendum I | Cum | 3524.15 | 3524.15 | 1.35 | False | None | None | False | None | False | 4757.6025 | 0 | | 3646027 | 132916 | None | ITEM CODE 042 | Providing 15 mm cement plaster on the rough side of single or halfbrick wall of mix 1:4 1 cement: 4 fine sand including rounding off corners wherever required smooth rendering, providing and removingscaffolding, including cost of materials, labour, curing complete as perspecifications and as per directions of Engineer in charge. . External PlasteringPWD ,SR, 2023 24 Vol 2, I. no. 8.2.1 and Pg no 41 | Sqm | 303.85 | 303.85 | 36.02 | False | None | None | False | None | False | 10944.677 | 0 | | 3646028 | 132916 | None | ITEM CODE 043 | Providing 12 mm cement plaster with cement mortar 1:6 1 cement: 6 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. Internal Plastering PWD ,SR, 2023 24, Vol 2, I. no. 8.1.2 and Pg no 41 | Sqm | 248.23 | 248.23 | 34.22 | False | None | None | False | None | False | 8494.4306 | 0 | | 3646029 | 132916 | None | ITEM CODE 044 | Providing and laying vitrified floor tiles in different sizes thickness to be specified by the manufacturer with water absorption less than 0.08 and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 1 cement : 4 coarse sand , jointing with grey cement slurry @ 3.3 kg/ m2 including grouting
the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mmPWD CSR 23 24,Vol 2, Page No.60 Item No.9.12.1 | Sqm | 1114.46 | 1114.46 | 9.0 | False | None | None | False | None | False | 10030.14 | 0 | | 3646030 | 132916 | None | ITEM CODE 045 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.
CSR 23 24,Vol 2, Page No.50 Item No.8.51 | Sqm | 103.0 | 103.0 | 18.0 | False | None | None | False | None | False | 1854.0 | 0 | | 3646031 | 132916 | None | ITEM CODE 046 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove ll 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
CSR 23 42,Vol 2, Page No.45 Item No.8.27 | Sqm | 54.59 | 54.59 | 18.0 | False | None | None | False | None | False | 982.62 | 0 | | 3646032 | 132916 | None | ITEM CODE 047 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC Volatile Organic Compound content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge.
CSR 23 24,Vol 2, Page No.50 Item No.8.54.2 | Sqm | 113.3 | 113.3 | 36.02 | False | None | None | False | None | False | 4081.066 | 0 | | 3646033 | 132916 | None | ITEM CODE 048 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge.PWD CSR 23 24,Vol 2, Page No.78 Item No.11.6.3 | Sqm | 2343.25 | 2343.25 | 3.2 | False | None | None | False | None | False | 7498.4 | 0 | | 3646034 | 132916 | None | ITEM CODE 049 | Providing and fixing ball bearing for rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in ChargePWD CSR 23 24,Vol 2, Page No.78 Item No.11.7 | Nos | 415.09 | 415.09 | 2.0 | False | None | None | False | None | False | 830.18 | 0 | | 3646035 | 132916 | None | ITEM CODE 050 | Extra for providing Manually operated Bevel Gear Box for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge..PWD CSR 23 24,Vol 2, Page No.79 Item No11.8.3 | Each | 3178.58 | 3178.58 | 1.0 | False | None | None | False | None | False | 3178.58 | 0 | | 3646036 | 132916 | None | ITEM CODE 051 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer in charge, area of grill to be measured including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in ChargePWD CSR 23 24,Vol 2, Page No.79 Item No.11.9 | Sqm | 635.51 | 635.51 | 3.2 | False | None | None | False | None | False | 2033.632 | 0 | | 3646037 | 132916 | None | ITEM CODE 052 | Providing and fixing Unplasticised Polyvinyl Chloride uPVC pipes, for cold water supply including all uPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step uPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. External workPWD CSR 23 24,Vol 2, Page No.125 Item No.13.50.10 | m | 1640.79 | 1640.79 | 2.0 | False | None | None | False | None | False | 3281.58 | 0 | | 3646038 | 132916 | None | ITEM CODE 053 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.PWD CSR 23 24,Vol 5, Page No.7.3 Item No.85 | Each | 2204.2 | 2204.2 | 2.0 | False | None | None | False | None | False | 4408.4 | 0 | | 3646039 | 132916 | None | ITEM CODE 054 | Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. The rate per meter is for 3 rows of GI pipes and RCC post PWD CSR 23 24,Vol 5, Page No.7.8 Item No.87 | m | 1366.81 | 1366.81 | 6.0 | False | None | None | False | None | False | 8200.86 | 0 | | 3646040 | 132916 | None | ITEM CODE 055 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:MS angle of 65 x 65 x 10mm PWD CSR 23 24,Vol 5, Page No.7.1.1 Item No.85 | m | 4508.31 | 4508.31 | 8.0 | False | None | None | False | None | False | 36066.48 | 0 | | 3646041 | 132916 | None | ITEM CODE 056 | 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 openings / wooden frames with rawl plugs screws etc.PWD CSR 23 24,,Vol 2, Page No.86 Item No11.34B | Kg | 188.49 | 188.49 | 11.1 | False | None | None | False | None | False | 2092.239 | 0 | | 3646042 | 132916 | None | ITEM CODE 057 | 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 chargePWD CSR 23 24,,Vol 2, Page No.48 Item No 8.41 | Sqm | 172.01 | 172.01 | 0.81 | False | None | None | False | None | False | 139.3281 | 0 | | 3646043 | 132916 | None | ITEM CODE 058 | Finishing with Epoxy paint two coats at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer in charge.PWD CSR 23 24 ,Vol 2, Page No.47 Item No.8.36.1 | Sqm | 181.28 | 181.28 | 0.81 | False | None | None | False | None | False | 146.8368 | 0 | | 3646044 | 132916 | None | ITEM CODE 059 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current and dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1 DOL Direct Online Starter 2 S D Star Delta Starter etc. complete 3 to 6 HP pumps PWD CSR 23 24 ,Vol 5, Page No.155 Item No.13.24.2 | Nos | 10815.0 | 10815.0 | 2.0 | False | None | None | False | None | False | 21630.0 | 0 | | 3646045 | 132916 | None | ITEM CODE 060 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034 2000;3Phase, SS Bowl and Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. completePWD CSR 23 24 ,Vol 5, Page No.152 Item No.13.13.6 | Nos | 33101.11 | 33101.11 | 2.0 | False | None | None | False | None | False | 66202.22 | 0 | | 3646046 | 132916 | None | ITEM CODE 061 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984 2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water fortesting etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE 80 PN 6.0 BWSSB 2023 24,SL. NO: 9.1.3 Vol 5 Chp 9 P.NO:95 | Nos | 330.63 | 330.63 | 1000.0 | False | None | None | False | None | False | 330630.0 | 0 | | 3646047 | 132916 | None | ITEM CODE 062 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE ofvariouis dia. with body bonnet of Ductile Iron DI conforming ti IS 1865with the latest amendments and of grade GGG 40/50, shaft of stainlesssteel, wedge fully rubber lined with EDPM seals of NBR and the valvesshould be vacum tight and 100 leak proof with face to face dimensionsas per IS 14846 2000 with the latest amendments only. The stem sealingshould be with toroidal sealing rings minimum 2 " O " rings . Body andbonnet should be coated with Electrostatically applied Epoxy PowderCoating with minimum coating thickness of 250 micron both inside andoutside. The rate is inclusive of cost of valves, T.P set, galvanized bolts and nuts and rubber insertions etc. but excluding earth work. For PN 10: Note: TP set should be considered only for DI pipes estimate. For MSpipes estimates, TP sets cost of corresponding dia shall be deducted fromthe SR rates of valves and provision for corresponding dia MS flangesshould be made in the estimate. etc. complete BWSSB,SR, 2023 24, 2.23,.2 Vol 5 Chp 2 P.NO
22 | Nos | 10704.79 | 10704.79 | 4.0 | False | None | None | False | None | False | 42819.16 | 0 | | 3646048 | 132916 | None | ITEM CODE 063 | 2.33 Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845/ EN 1074 4. Body and bonnet of DI conforming to IS 1865 of grade
GGG 40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS 1538 with appurtenances.complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete For K Air Valves of 80mm dia. BWSSB,SR, 2023 24, 2.33.1, Vol 5 Chp 2 P.NO
27 | Nos | 27133.29 | 27133.29 | 4.0 | False | None | None | False | None | False | 108533.16 | 0 | | 3646049 | 132916 | None | ITEM CODE 064 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS 12818 and making good the same with CM 1:4 etc. complete as per direction of Engineer in charge..PWD CSR 23 24,Vol 2, Page No.202 Item No.20.45 | Each | 227.63 | 227.63 | 1.0 | False | None | None | False | None | False | 227.63 | 0 | | 3646050 | 132916 | None | ITEM CODE 065 | Cleaning Seftic Tank of more than 100 users capacity as per details and instructions. While cleaning septic tank all safety and precautionary measures to be taken,Standard Operating Procedure to be adopted and PEMSR Act 2013 to be strictly followed .BWSSB,SR, 2023 24, 18.9, Vol 5 Chp 2 P.NO
221 | Each | 3257.89 | 3257.89 | 3.0 | False | None | None | False | None | False | 9773.67 | 0 | | 3646051 | 132916 | None | ITEM CODE 066 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer in charge. PWD CSR 2023 24 Vol II, Sl no 19.2.1, Pg no: 187 | Cum | 1712.89 | 1712.89 | 146.26 | False | None | None | False | None | False | 250527.2914 | 0 | | 3646052 | 132916 | None | ITEM CODE 067 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in charge.
PWD CSR 2023 24 Vol II, Sl no 19.3, Pg no: 187 | Cum | 2498.78 | 2498.78 | 19.2 | False | None | None | False | None | False | 47976.576 | 0 | | 3646053 | 132916 | None | ITEM CODE 068 | Providing, installation and commissioning of anaerobic Bio Sewage Treatment Plant Bio STP for black water with all necessary accessoriessuch as pre filter, pipes for the onsite constructed ABD tank as per the prescribed specification, according to the capacity, with a baffle wall to control the flow of water and to increase the retention time in the RCCABD Tank. It includes an internal matrix for enhanced growth of bacteria,rising and falling pipes. For grey water, pre filter, oilskimmer is provided along with an aerator. Post filter such as sand and carbon filter are also included as per the enclosed detailed technical specification attached as Annexure 2, including cost of material, loading and unloading and as directed by the engineer in charge etc., complete, including annual maintenance of the system for 5 years. All specifications as per UNI SR Volume No 05, Annexure 2 Page No 263 and 264
Note: 1. Above rates mentioned are for the preparation of estimate purpose only. All items are of ISI standards.
2. After commissioning of plant necessary testing to be done for the
3. Satisfaction of the Engineer in charge.
4. Design drawing of the system suitable for erection 150 KLD is given in
figure for reference. Rate analysis attached separatelyPWD 2023 24 Vol 5, Sl no 22.2.2, Pg no: 251 | Each | 7709550.0 | 7709550.0 | 1.0 | False | None | None | False | None | False | 7709550.0 | 0 | | 3646054 | 132916 | None | ITEM CODE 069 | Providing, filling and laying of sand bags filled with sand / clay for diversion of sewage during execution of work.PWD CSR 2023 24, Vol 5
I.no 16.56 and Pg No 206 | Each | 65.92 | 65.92 | 26.5 | False | None | None | False | None | False | 1746.88 | 0 | | 3646055 | 132916 | None | ITEM CODE 070 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage and other appurtenances required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth PWD CSR 2023 24, Vol 1
I.no 1.5.1 and Pg No 6 | Cum | 307.97 | 307.97 | 404.09 | False | None | None | False | None | False | 124447.5973 | 0 | | 3646056 | 132916 | None | ITEM CODE 071 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work PWD CSR 2023 24,, Vol:3 P.NO. 17 I.No: 3.1 | Cum | 87.55 | 87.55 | 404.09 | False | None | None | False | None | False | 35378.0795 | 0 | | 3646057 | 132916 | None | ITEM CODE 072 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and 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 aggregatesPWD CSR 2023 24, Vol 1
I.no 2.4.2 and Pg No 16
35 formwork shall be added on Percentage basis to the finished rate of concrete per meter cube vol 1 Sl No.4. Pg.no 111 | Cum | 6512.69 | 6512.69 | 82.95 | False | None | None | False | None | False | 540227.6355 | 0 | | 3646058 | 132916 | None | ITEM CODE 073 | Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and 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 and other appurtenaces required to complete the work.In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 mUNI SR 2023 24 ,Vol 1 ,P 9 , Sl.no 1.15.2 | Cum | 437.75 | 437.75 | 26.47 | False | None | None | False | None | False | 11587.2425 | 0 | | 3646059 | 132916 | None | ITEM CODE 074 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesUNI SR 2023 24 ,VOL 1,P 15 , Sl.no 2.2.3 | Cum | 6526.08 | 6526.08 | 4.58 | False | None | None | False | None | False | 29889.4464 | 0 | | 3646060 | 132916 | None | ITEM CODE 075 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and 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.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesUNI SR 2023 24 ,VOL 1,P 16 , Sl.no 2.5.3 | Cum | 7217.21 | 7217.21 | 21.19 | False | None | None | False | None | False | 152932.6799 | 0 | | 3646061 | 132916 | None | ITEM CODE 076 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 111 , Sl.no 6 ,Well Foundation 20 WET WELL UNI SR 2023 24 ,VOL 1 Addendum I ,P 111 , Sl.no 6 ,Well Foundation 20 | Cum | 1443.44 | 1443.44 | 15.54 | False | None | None | False | None | False | 22431.0576 | 0 | | 3646062 | 132916 | None | ITEM CODE 077 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 14 ,RCC Beams, Lintels and Troughs of Aqueducts 60 WET WELL UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 14 ,RCC Beams, Lintels and Troughs of Aqueducts 60 | Cum | 4330.33 | 4330.33 | 0.97 | False | None | None | False | None | False | 4200.4201 | 0 | | 3646063 | 132916 | None | ITEM CODE 078 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 15 ,RCC Roof Slabs 50 WET WELL UNI SR 2023 24 ,VOL 1 Addendum I ,P 112 , Sl.no 15 ,RCC Roof Slabs 50 | Cum | 3608.61 | 3608.61 | 3.06 | False | None | None | False | None | False | 11042.3466 | 0 | | 3646064 | 132916 | None | ITEM CODE 079 | Centering and Shuttering :Additionalities for formwork,centering and scaffolding Added on finished rate of concrete for formwork UNI SR 2023 24 ,VOL 1 Addendum I ,P 111 , Sl.no 9 ,RCC Columns / Shaft Slip Centering 70 WET WELL UNI SR 2023 24 ,VOL 1 Addendum I ,P 111 , Sl.no 9 ,RCC Columns / Shaft Slip Centering 70 | Cum | 5052.05 | 5052.05 | 1.62 | False | None | None | False | None | False | 8184.321 | 0 | | 3646065 | 132916 | None | ITEM CODE 080 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in chargeUNI SR 2023 24 ,VOL 2,P 96 , Sl.no 11.60 | Sqm | 919.79 | 919.79 | 5.09 | False | None | None | False | None | False | 4681.7311 | 0 | | 3646066 | 132916 | None | ITEM CODE 081 | 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 specificationsUNI SR 2023 24 ,VOL 2,P 17 , Sl.no 6.32 | Sqm | 1349.3 | 1349.3 | 29.29 | False | None | None | False | None | False | 39520.997 | 0 | | 3646067 | 132916 | None | ITEM CODE 082 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge.UNI SR 2023 24 ,VOL 2,P 77 , Sl.no 11.3 | Sqm | 8524.28 | 8524.28 | 5.0 | False | None | None | False | None | False | 42621.4 | 0 | | 3646068 | 132916 | None | ITEM CODE 083 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 1 cement: 3 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 chargeUNI SR 2023 24 ,VOL 2,P 42 , Sl.no 8.5.1 | Sqm | 376.98 | 376.98 | 44.12 | False | None | None | False | None | False | 16632.3576 | 0 | | 3646069 | 132916 | None | ITEM CODE 084 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 1 cement: 3 fine sand to brick masonry includingrounding off corners wherever required smooth rendering, providing andremoving scaffolding, including cost of materials, labour, curing completeas per specifications and as per directions of Engineer in charge. PWD CSR 23 24,Vol 2, Page No.42 Item No.8.6.1 | Sqm | 332.69 | 332.69 | 38.26 | False | None | None | False | None | False | 12728.7194 | 0 | | 3646070 | 132916 | None | ITEM CODE 085 | Finishing walls with water proofing cement paint of required shade :New work Two coats applied @ 4.84 kg/10 m² 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 chargeUNI SR 2023 24 ,VOL 2,P 45 , Sl.no 8.28 | Sqm | 91.67 | 91.67 | 75.2 | False | None | None | False | None | False | 6893.584 | 0 | | 3646071 | 132916 | None | ITEM CODE 086 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments.2 HP, Size 65x50 Head 13M, Discharge 462 LPMUNI SR 2023 24 ,VOL 5,P 157 , Sl.no 13.40.1 | Each | 16078.3 | 16078.3 | 2.0 | False | None | None | False | None | False | 32156.6 | 0 |
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