| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722865710000 | 0 | None | None | Water supply/sewage lines | Package No.16 IMPROVEMENT OF UGD PIPE LINE AND CONSTRUCTION OF MH CHAMBERS AT LLC COLONY OPP NCC GROUND IN WARD NO 25, IN BALLARI CITY CORPORATION 2.Providing UGD facility at Dalwala masjid 1st cross In Ward No 26 Ballari City. 3.Providing UGD Pipe line Behind Marwadi Ganesh Temple, in Ward No 27. Ballari City | 672876.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3697660 | 136032 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately CMSCR 202324 Vol III Item Code 2.19 a. Page No 12 Cutting cement concrete surface by Machine cutting to demarcate the trench width of the surface. | Cum | 591.15 | 591.15 | 16.2 | False | None | None | False | None | False | 9576.63 | 0 | | 3697661 | 136032 | None | code02 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work .CMSR 23-24,VOL-1,P.NO 8,I,NO1.13 In all kinds of soils. Depth upto 1.50m | Cum | 380.1 | 380.1 | 248.7732 | False | None | None | False | None | False | 94558.69332 | 0 | | 3697662 | 136032 | None | code03 | 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 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 & 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 (contractor will make his own arrangements for procuring water for testing) etc. complete for:CMSR 23-24 VOL-5 P.N0.113,I.NO.10.2.10. Pipes of SN 8, 160mm dia | Rmtr | 731.85 | 731.85 | 215.0 | False | None | None | False | None | False | 157347.75 | 0 | | 3697663 | 136032 | None | code05 | 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 & 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. With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia 16.42.1 Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame CMSR 23-24 I.NO 16.42.1,16.42.2 P.NO201 | Each | 24349.0 | 24349.0 | 2.0 | False | None | None | False | None | False | 48698.0 | 0 | | 3697664 | 136032 | None | code06 | 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 & 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. With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia 16.42.1 Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame CMSR 23-24 I.NO 16.42.1,16.42.2 P.NO201 1.10mtr depth | Each | 26559.6 | 26559.6 | 2.0 | False | None | None | False | None | False | 53119.2 | 0 | | 3697665 | 136032 | None | code07 | 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 & 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. With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia 16.42.1 Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame CMSR 23-24 I.NO 16.42.1,16.42.2 P.NO2011.30 mtr depth | Each | 30980.8 | 30980.8 | 2.0 | False | None | None | False | None | False | 61961.6 | 0 | | 3697666 | 136032 | None | code08 | 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 & 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. With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia 16.42.1 Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame CMSR 23-24 I.NO 16.42.1,16.42.2 P.NO2011.40 mtr depth | Each | 33191.4 | 33191.4 | 1.0 | False | None | None | False | None | False | 33191.4 | 0 | | 3697667 | 136032 | None | code09 | 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 & 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. With Table Moulded Bricks & Medium Duty cover and frame.For 1.5m dia 16.42.1 Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 1.0 M depth & Medium duty SFRC cover & frame CMSR 23-24 I.NO 16.42.1,16.42.2 P.NO2011.5 MTR DEPTH | Each | 35402.0 | 35402.0 | 1.0 | False | None | None | False | None | False | 35402.0 | 0 | | 3697668 | 136032 | None | code10 | Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms thickness including disposing off the surplus earth with a lead of 200 Mtrs CMSR 202324 P.no 7I.No 1.10 | Cum | 168.0 | 168.0 | 248.7732 | False | None | None | False | None | False | 41793.8976 | 0 | | 3697669 | 136032 | None | code13 | Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc PVC pipes 110mm dia. 6 kgsqcm class 3 m 411 | Rmtr | 431.55 | 431.55 | 50.0 | False | None | None | False | None | False | 21577.5 | 0 | | 3697670 | 136032 | None | code11 | Providing and constructing unreinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M20 Grade coarse and fine aggregates conforming to IS383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix designlaid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead liftsloading unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineerincharge oF work . CMCSR 202324 V3 item 16.27 page no 148 | Cum | 6692.7 | 6692.7 | 17.28 | False | None | None | False | None | False | 115649.856 | 0 |
| | 1722865710000 | 0 | None | None | Water supply/sewage lines | Package No.16 IMPROVEMENT OF UGD PIPE LINE AND CONSTRUCTION OF MH CHAMBERS AT LLC COLONY OPP NCC GROUND IN WARD NO 25, IN BALLARI CITY CORPORATION 2.Providing UGD facility at Dalwala masjid 1st cross In Ward No 26 Ballari City. 3.Providing UGD Pipe line Behind Marwadi Ganesh Temple, in Ward No 27. Ballari City | 672322.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3697671 | 136033 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately CMSCR 202324 Vol III Item Code 2.19 a. Page No 12 Cutting cement concrete surface by Machine cutting to demarcate the trench width of the surface. | Cum | 591.15 | 591.15 | 9.375 | False | None | None | False | None | False | 5542.03125 | 0 | | 3697672 | 136033 | None | code02 | Earth work excavation for 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 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 150MM DIA SWG PIPE LINE
following strata. Vol 202324 CMCSR I 1.17.1 | Cum | 275.1 | 275.1 | 148.6566 | False | None | None | False | None | False | 40895.43066 | 0 | | 3697673 | 136033 | None | code03 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, setting out, shoring, strutting, barricading, caution lights, removal stumps and other deleterious matter, including dressing of surfaces, disposing off or leveling the excavated earth or & stacking the selected earth for reuse in a radius of 50 m. available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth, each deposited layer by ramming and watering and lift upto 1.5 including cost of labour, tools, usage& other appurtenances to complete the CMSR 23-24 VOL-1,I.NO 1.6,P.NO.6 | Cum | 508.2 | 508.2 | 122.8 | False | None | None | False | None | False | 62406.96 | 0 | | 3697674 | 136033 | None | code04 | Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump (5HP PUMP) | Hour | 325.5 | 325.5 | 20.0 | False | None | None | False | None | False | 6510.0 | 0 | | 3697675 | 136033 | None | code05 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 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 & 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 (contractor will make his own arrangements for procuring water for testing) etc. complete. for 200MM Dia 10.3.4 Pipes of SN4 SELF Fit | Rmtr | 810.6 | 810.6 | 233.0 | False | None | None | False | None | False | 188869.8 | 0 | | 3697676 | 136033 | None | code06 | Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms thickness including disposing off the surplus earth with a lead of 200 Mtrs CMSR 202324 P.no 7I.No 1.10 | Cum | 168.0 | 168.0 | 271.4654 | False | None | None | False | None | False | 45606.1872 | 0 | | 3697677 | 136033 | None | code07 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 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 14 plaster with bricks of approved quality andCM plaster 13 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 124 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991with latest amendments in CC 124 supplying and fixing of plastic foot steps staggered at 30cms apart as directed watering curingbarricading 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. With Table Moulded Bricks Medium Duty SFRC Cover Frame For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.2m depth
m depth Medium duty SFRC cover 16.40.1 16.40.2 | Each | 30208.71 | 30208.71 | 7.0 | False | None | None | False | None | False | 211460.97 | 0 | | 3697678 | 136033 | None | code08 | Providing and constructing unreinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M20 Grade coarse and fine aggregates conforming to IS383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix designlaid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead liftsloading unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineerincharge oF work . CMCSR 202324 V3 item 16.27 page no 148 | Cum | 6692.7 | 6692.7 | 9.3756 | False | None | None | False | None | False | 62748.07812 | 0 | | 3697679 | 136033 | None | code09 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. VOL 5 Item no.16.28 Pg no 198. Upto depth 0.30 mtr | Each | 8577.45 | 8577.45 | 3.0 | False | None | None | False | None | False | 25732.35 | 0 | | 3697680 | 136033 | None | code10 | Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc PVC pipes 25mm dia. 6 kgsqcm class 3 m 411 | Rmtr | 50.4 | 50.4 | 45.0 | False | None | None | False | None | False | 2268.0 | 0 | | 3697681 | 136033 | None | code11 | Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc PVC pipes 110mm dia. 6 kgsqcm class 3 m 411 | Rmtr | 431.55 | 431.55 | 47.0 | False | None | None | False | None | False | 20282.85 | 0 |
| | 1722865710000 | 0 | None | None | Water supply/sewage lines | Package No.16 IMPROVEMENT OF UGD PIPE LINE AND CONSTRUCTION OF MH CHAMBERS AT LLC COLONY OPP NCC GROUND IN WARD NO 25, IN BALLARI CITY CORPORATION 2.Providing UGD facility at Dalwala masjid 1st cross In Ward No 26 Ballari City. 3.Providing UGD Pipe line Behind Marwadi Ganesh Temple, in Ward No 27. Ballari City | 504399.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3697682 | 136034 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately CMSCR 202324 Vol III Item Code 2.19 a. Page No 12 Cutting cement concrete surface by Machine cutting to demarcate the trench width of the surface. | Cum | 591.15 | 591.15 | 3.75 | False | None | None | False | None | False | 2216.8125 | 0 | | 3697683 | 136034 | None | code02 | Earth work excavation for 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 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 150MM DIA SWG PIPE LINE
following strata. Vol 202324 CMCSR I 1.17.1 | Cum | 275.1 | 275.1 | 202.72 | False | None | None | False | None | False | 55768.272 | 0 | | 3697684 | 136034 | None | code03 | Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump (5HP PUMP) | Hour | 325.5 | 325.5 | 21.0 | False | None | None | False | None | False | 6835.5 | 0 | | 3697685 | 136034 | None | code04 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 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 & 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 (contractor will make his own arrangements for procuring water for testing) etc. complete. for 200MM Dia 10.3.4 Pipes of SN4 SELF Fit | Rmtr | 810.6 | 810.6 | 156.0 | False | None | None | False | None | False | 126453.6 | 0 | | 3697686 | 136034 | None | code05 | Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms thickness including disposing off the surplus earth with a lead of 200 Mtrs CMSR 202324 P.no 7I.No 1.10 | Cum | 168.0 | 168.0 | 202.72 | False | None | None | False | None | False | 34056.96 | 0 | | 3697687 | 136034 | None | code06 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 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 14 plaster with bricks of approved quality andCM plaster 13 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 124 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991with latest amendments in CC 124 supplying and fixing of plastic foot steps staggered at 30cms apart as directed watering curingbarricading 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. With Table Moulded Bricks Medium Duty SFRC Cover Frame For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.2m depth
m depth Medium duty SFRC cover 16.40.1 16.40.2 | Each | 30208.71 | 30208.71 | 8.0 | False | None | None | False | None | False | 241669.68 | 0 | | 3697688 | 136034 | None | code07 | Providing and constructing unreinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M20 Grade coarse and fine aggregates conforming to IS383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix designlaid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead liftsloading unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineerincharge oF work . CMCSR 202324 V3 item 16.27 page no 148 | Cum | 6692.7 | 6692.7 | 3.75 | False | None | None | False | None | False | 25097.625 | 0 | | 3697689 | 136034 | None | code08 | Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc PVC pipes 25mm dia. 6 kgsqcm class 3 m 411 | Rmtr | 50.4 | 50.4 | 30.0 | False | None | None | False | None | False | 1512.0 | 0 | | 3697690 | 136034 | None | code09 | Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc PVC pipes 110mm dia. 6 kgsqcm class 3 m 411 | Rmtr | 431.55 | 431.55 | 25.0 | False | None | None | False | None | False | 10788.75 | 0 |
| | 1722865710000 | 0 | None | None | Water supply/sewage lines | Package No.16 IMPROVEMENT OF UGD PIPE LINE AND CONSTRUCTION OF MH CHAMBERS AT LLC COLONY OPP NCC GROUND IN WARD NO 25, IN BALLARI CITY CORPORATION 2.Providing UGD facility at Dalwala masjid 1st cross In Ward No 26 Ballari City. 3.Providing UGD Pipe line Behind Marwadi Ganesh Temple, in Ward No 27. Ballari City | 674594.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3697691 | 136035 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately CMSCR 202324 Vol III Item Code 2.19 a. Page No 12 Cutting cement concrete surface by Machine cutting to demarcate the trench width of the surface. | Cum | 591.15 | 591.15 | 19.35 | False | None | None | False | None | False | 11438.7525 | 0 | | 3697692 | 136035 | None | code02 | Earth work excavation for pipelinescables by Manual means upto 600 mm trench width as per drawing and technical specifications setting out shoring strutting barricading caution lights removal stumps and other deleterious matter including dressing of surfaces disposing off or leveling the excavated earth or stacking the selected earth for reuse in a radius of 50 m. available excavated earth excluding rock in trenches plinth sides offoundations etc. in layers not exceeding 20cm in depth each deposited layer by ramming and watering and lift upto 1.5 including cost of labour tools usage other appurtenances to complete the DSR 202324 V 1 item no 1.17.1 SOR code Page no 9 IN ALL KIND OFSOIL DEPTH UPTO 1.5MTR | Cum | 508.2 | 508.2 | 159.86 | False | None | None | False | None | False | 81240.852 | 0 | | 3697693 | 136035 | None | code03 | Earth work excavation for 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 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 150MM DIA SWG PIPE LINE
following strata. Vol 202324 CMCSR I 1.17.1 | Cum | 275.1 | 275.1 | 156.0 | False | None | None | False | None | False | 42915.6 | 0 | | 3697694 | 136035 | None | code04 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P1 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 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 contractor
will make his own arrangements for procuring water for testing etc. complete. for10.3.3 Pipes of SN4 SELF FIT 160mm dia. | Rmtr | 543.9 | 543.9 | 250.0 | False | None | None | False | None | False | 135975.0 | 0 | | 3697695 | 136035 | None | code05 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 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 14 plaster with bricks of approved quality andCM plaster 13 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 124 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991with latest amendments in CC 124 supplying and fixing of plastic foot steps staggered at 30cms apart as directed watering curingbarricading 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. With Table Moulded Bricks Medium Duty SFRC Cover Frame For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.0
m depth Medium duty SFRC cover 16.40.1 16.40.2 | Each | 25566.45 | 25566.45 | 5.0 | False | None | None | False | None | False | 127832.25 | 0 | | 3697696 | 136035 | None | code06 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 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 14 plaster with bricks of approved quality andCM plaster 13 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 124 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991with latest amendments in CC 124 supplying and fixing of plastic foot steps staggered at 30cms apart as directed watering curingbarricading 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. With Table Moulded Bricks Medium Duty SFRC Cover Frame For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.1m depth
m depth Medium duty SFRC cover 16.40.1 16.40.2 | Each | 27887.58 | 27887.58 | 2.0 | False | None | None | False | None | False | 55775.16 | 0 | | 3697697 | 136035 | None | code07 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 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 14 plaster with bricks of approved quality andCM plaster 13 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 124 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991with latest amendments in CC 124 supplying and fixing of plastic foot steps staggered at 30cms apart as directed watering curingbarricading 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. With Table Moulded Bricks Medium Duty SFRC Cover Frame For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.2m depth
m depth Medium duty SFRC cover 16.40.1 16.40.2 | Each | 30208.71 | 30208.71 | 2.0 | False | None | None | False | None | False | 60417.42 | 0 | | 3697698 | 136035 | None | code08 | Providing and constructing of Machinehole chambers conical in shape at top with CC 136 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 14 plaster with bricks of approved quality andCM plaster 13 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 124 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592PartI 1988 IS 12592PartII 1991with latest amendments in CC 124 supplying and fixing of plastic foot steps staggered at 30cms apart as directed watering curingbarricading 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. With Table Moulded Bricks Medium Duty SFRC Cover Frame For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 1.3m depth
m depth Medium duty SFRC cover 16.40.1 16.40.2 | Each | 37172.1 | 37172.1 | 1.0 | False | None | None | False | None | False | 37172.1 | 0 | | 3697699 | 136035 | None | code09 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm inner dimensions with modular bricks of CD 75 in cement mortar 16 bed concrete 150mm thick with 136 plastering 12 mm thick with cement mortar 14 CC 124 coping 75mm thk for fixing CI cover frame etc. excluding the cost of CI frame and cover.DSR 202324 Item no 16.9 P No 191 | Each | 5726.7 | 5726.7 | 4.0 | False | None | None | False | None | False | 22906.8 | 0 | | 3697700 | 136035 | None | code10 | Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms thickness including disposing off the surplus earth with a lead of 200 Mtrs CMSR 202324 P.no 7I.No 1.10 | Rmtr | 168.0 | 168.0 | 159.86 | False | None | None | False | None | False | 26856.48 | 0 | | 3697701 | 136035 | None | code11 | Providing and constructing unreinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M20 Grade coarse and fine aggregates conforming to IS383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix designlaid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead liftsloading unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineerincharge oF work . CMCSR 202324 V3 item 16.27 page no 148 | Cum | 6692.7 | 6692.7 | 7.2 | False | None | None | False | None | False | 48187.44 | 0 | | 3697702 | 136035 | None | code12 | Removing Resetting existing Heavy Duty CobbleInterlocking stonesPavers of thickness 607580100mm using Cement
and 40mm thick sand bed average thickness and compacting with plate vibrator to achieve final desired compaction setting
of paver to its final level including cost of materials labour and usage charges of machinery complete as per specifications. The
cost of new paverstones required shall be added separately 10.16 p no 95 | Sqm | 508.2 | 508.2 | 30.0 | False | None | None | False | None | False | 15246.0 | 0 | | 3697703 | 136035 | None | code13 | Providing PVC ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labour with all lead lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc PVC pipes 110mm dia. 6 kgsqcm class 3 m 411 | Rmtr | 431.55 | 431.55 | 20.0 | False | None | None | False | None | False | 8631.0 | 0 |
| | 1722865710000 | 0 | None | None | Water supply/sewage lines | Package No.16 IMPROVEMENT OF UGD PIPE LINE AND CONSTRUCTION OF MH CHAMBERS AT LLC COLONY OPP NCC GROUND IN WARD NO 25, IN BALLARI CITY CORPORATION 2.Providing UGD facility at Dalwala masjid 1st cross In Ward No 26 Ballari City. 3.Providing UGD Pipe line Behind Marwadi Ganesh Temple, in Ward No 27. Ballari City | 671477.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3697704 | 136036 | None | code01 | Dismantling of Flexible PavementsDismantling of Flexible pavements and disposal of dismantled
materials and stacking serviceable and unserviceable materials separately DSR 2023-24 V-3 item no 2.18 SOR code Page no 11 By mechanical means | Cum | 338.1 | 338.1 | 4.5 | False | None | None | False | None | False | 1521.45 | 0 | | 3697705 | 136036 | None | code02 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.. All kinds of soils. Depth upto 1.50 m DSR 2023-24 V- item no 1.6.1 SOR code Page no 6 | Cum | 508.2 | 508.2 | 263.78 | False | None | None | False | None | False | 134052.996 | 0 | | 3697706 | 136036 | None | code03 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.DSR 2023-24, Item no 16.9 P No 191 | Each | 5726.7 | 5726.7 | 10.0 | False | None | None | False | None | False | 57267.0 | 0 | | 3697707 | 136036 | None | code04 | 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 andCM 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying 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. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 1.1m depth | Each | 27887.58 | 27887.58 | 1.0 | False | None | None | False | None | False | 27887.58 | 0 | | 3697708 | 136036 | None | code05 | 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 andCM 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying 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. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 1.2m depth | Each | 30208.71 | 30208.71 | 1.0 | False | None | None | False | None | False | 30208.71 | 0 | | 3697709 | 136036 | None | code06 | 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 andCM 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying 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. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 1.3m depth | Each | 32529.84 | 32529.84 | 1.0 | False | None | None | False | None | False | 32529.84 | 0 | | 3697710 | 136036 | None | code07 | 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 andCM 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying 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. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 1.4m depth | Each | 34850.97 | 34850.97 | 1.0 | False | None | None | False | None | False | 34850.97 | 0 | | 3697711 | 136036 | None | code08 | 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 andCM 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying 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. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 1.5m depth | Each | 37172.1 | 37172.1 | 1.0 | False | None | None | False | None | False | 37172.1 | 0 | | 3697712 | 136036 | None | code09 | 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 andCM 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying 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. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 1.6m depth | Each | 39493.23 | 39493.23 | 1.0 | False | None | None | False | None | False | 39493.23 | 0 | | 3697713 | 136036 | None | code10 | 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 andCM 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying 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. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia 1.7m depth | Each | 41814.0 | 41814.0 | 1.0 | False | None | None | False | None | False | 41814.0 | 0 | | 3697714 | 136036 | None | code11 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 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 & 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 (contractor will make his own arrangements for procuring water for testing) etc. complete. for:10.3.3 Pipes of SN4, SELF FIT 160mm dia. | Rmtr | 543.9 | 543.9 | 350.0 | False | None | None | False | None | False | 190365.0 | 0 | | 3697715 | 136036 | None | code12 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications CMSR 2023-24 P.no 7,I.No 1.10 | Cum | 168.0 | 168.0 | 263.78 | False | None | None | False | None | False | 44315.04 | 0 |
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