| 1718786513000 | 1 | None | None | Water supply/sewage lines | Construction of drinking water pipeline and construction of CC road up to Bank Circle Veerapur Road railway gate of Bashettihalli town. 2 Installation of drinking water pipeline from Muniraju house to Anusuyamma house in Vinayaknagara, 3 Ishwarachari house to Annayyappa house opposite Navodaya school, 4 near Revanna shop to Annapurneshwari Party Hall opposite Navodaya, Bashettihalli, 5 Installation of drinking water pipeline from Patalamma temple to near Madhuchandra house in Yellupura village | 1122497.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3309959 | 115565 | None | code01 | Cutting CC road for pipe line (M 3870). (I.No.315(5848), Pg no.09, V-5 2021-22 PWD SR) | Cum | 817.82 | 817.82 | 53.3 | False | None | None | False | None | False | 43589.806 | 0 | | 3309960 | 115565 | None | code02 | Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal ofstumps and other deleterious matter, including dressing of excavatedsurfaces, disposing off or leveling the excavated earth or sorting& stacking the selected earth for reuse in a radius of 50 m. Fillingavailable excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering and lift upto 1.5 mincluding cost of labour, tools, usage& other appurtenances requiredto complete the work. (I.No.1.6(1) Pg no.6, V-1 2021-22 PWD SR) | Cum | 484.1 | 484.1 | 176.1 | False | None | None | False | None | False | 85250.01 | 0 | | 3309961 | 115565 | None | code03 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete (I.No.12(13.1),c(M1501) Pg no.140, V-5 2021-22 PWD SR)75mm(weight of pipe -0.917 kg) | Rmtr | 216.3 | 216.3 | 1030.0 | False | None | None | False | None | False | 222789.0 | 0 | | 3309962 | 115565 | None | code04 | Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer byramming after watering with a lead upto 50 m , and lift upto 1.5 m.Including cost of all labour complete as per specifications. (I.No.1.10, Pg no.07, V-1 2021-22 PWD SR) | Cum | 125.66 | 125.66 | 106.6 | False | None | None | False | None | False | 13395.356 | 0 | | 3309963 | 115565 | None | code05 | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specificationsMix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. (I.No.2.1.3, Pg no.15, V-1. 2021-22 PWD SR) | Cum | 5924.56 | 5924.56 | 28.3 | False | None | None | False | None | False | 167665.048 | 0 | | 3309964 | 115565 | None | code06 | Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge.. (I.No.9.4, Pg no.59, V-2 2021-22 PWD SR) | Cum | 6386.0 | 6386.0 | 30.1 | False | None | None | False | None | False | 192218.6 | 0 | | 3309965 | 115565 | None | code07 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge(I.No.8.1.1 Pg no.41, V-2 2021-22 PWD SR) | Sqm | 224.54 | 224.54 | 36.0 | False | None | None | False | None | False | 8083.44 | 0 | | 3309966 | 115565 | None | code08 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark withlatest amendment (I.No. 1.9, Pg no.7, V-1 2021-22 PWD SR) 75 mm dia PVC Tee | Each | 125.66 | 125.66 | 14.0 | False | None | None | False | None | False | 1759.24 | 0 | | 3309967 | 115565 | None | code09 | 63 mm dia HDPE End Cap with Pipe of 0.2 m lengt (I.No 92 MAT CODE 5813 , Pg no.03 V-5 WS & UGD SR) 75 mm dia HDPE End Cap. | Each | 83.43 | 83.43 | 21.0 | False | None | None | False | None | False | 1752.03 | 0 | | 3309968 | 115565 | None | code10 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10:(I.No. 25.2 (B073B), Pg no.71, V-5 WS & UGD SR) For Suilce Valve of PN -10.0 and 80mm | Each | 8253.39 | 8253.39 | 7.0 | False | None | None | False | None | False | 57773.73 | 0 | | 3309969 | 115565 | None | code11 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work ForPN-10:(I.No. 6.2, Pg no.06, V-2 WS & UGD SR) | Cum | 6956.62 | 6956.62 | 5.796 | False | None | None | False | None | False | 40320.56952 | 0 | | 3309970 | 115565 | None | code12 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (I.No. 11.10, Pg no.75, V-2 WS & UGD SR) | Kg | 93.73 | 93.73 | 1050.0 | False | None | None | False | None | False | 98416.5 | 0 | | 3309971 | 115565 | None | code13 | Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendment. (I.No.10.6(M130F), Pg no.138, V-5. 2021-22 PWD SR) 75 mm dia PVC SERVICE SADDLES | Each | 188.49 | 188.49 | 20.0 | False | None | None | False | None | False | 3769.8 | 0 | | 3309972 | 115565 | None | code14 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (I.No.3.1, Pg no.15, V-3 2021-22 PWD SR) | Cum | 32.96 | 32.96 | 17.2 | False | None | None | False | None | False | 566.912 | 0 | | 3309973 | 115565 | None | code15 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed gradedcoarseaggregatesandfine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, wellcompacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality,confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesaggregates, (I.No.2.4.2, Pg no.17, V-1. 2021-22 PWD SR) | Cum | 8298.5 | 8298.5 | 21.25 | False | None | None | False | None | False | 176343.125 | 0 | | 3309974 | 115565 | None | code16 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m. (I.No. 1.9, Pg no.7, V-12021-22 PWD SR) | Cum | 210.12 | 210.12 | 34.4 | False | None | None | False | None | False | 7228.128 | 0 | | 3309975 | 115565 | None | code17 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments (I.No.9.6. (13 M150H), Pg no.138, V-5 WS & UGD SR)75 mm dia PVC BEND | Each | 262.65 | 262.65 | 6.0 | False | None | None | False | None | False | 1575.9 | 0 |
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