| 1708512135000 | 0 | None | None | Other Works | Construction of PH toilet in Sargur TP limits under Amrutha Nagarothana Phase 4 project(Package-2) | 898282.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2737812 | 86871 | None | code1 | Earth work excavation for Foundation by mechanical means for all works & 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 & 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 appurtenaces required to complete the work. Sl. No.1.14.1, Page No.8 of PWD SR 2023-24 of Volume1. | Cum | 105.06 | 105.06 | 20.25 | False | None | None | False | None | False | 2127.465 | 0 | | 2737813 | 86871 | None | code2 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). Sl. No.5.4, Page No.9 of PWD SR 2023-24 of Volume2. | Cum | 6580.67 | 6580.67 | 21.0 | False | None | None | False | None | False | 138194.07 | 0 | | 2737814 | 86871 | None | code3 | Providing and laying in Reinforced cement concrete for all Basement & 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 necesary, including all lead & 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Sl. No.2.3.1, Page No.16 of PWD SR 2023-24 of Volume1. | Cum | 6512.69 | 6512.69 | 0.46 | False | None | None | False | None | False | 2995.8374 | 0 | | 2737815 | 86871 | None | code4 | Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. 2023-24 VOL.1 COMMON SR- PAGE : 111 - 112 -Percentage on finished rate of concrete per m3. For Plinth Beams. (50%) | Cum | 3256.35 | 3256.35 | 0.46 | False | None | None | False | None | False | 1497.921 | 0 | | 2737816 | 86871 | None | code5 | 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( Sl. No.2.11, Page No.18 of PWD SR 2023-24 of Volume 1 | Tonne | 92140.71 | 92140.71 | 1.1568 | False | None | None | False | None | False | 106588.373328 | 0 | | 2737817 | 86871 | None | code6 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sl. No.6.32, Page No.17 of PWD SR 2023-24 of Volume2. | Sqm | 1349.3 | 1349.3 | 169.482 | False | None | None | False | None | False | 228682.0626 | 0 | | 2737818 | 86871 | None | code7 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.pg81, item no.11.16.2 V-2 P-82 | Kg | 151.41 | 151.41 | 772.8 | False | None | None | False | None | False | 117009.648 | 0 | | 2737819 | 86871 | None | code8 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Pg-26, Item 7.38, V-2, P-26 | Sqm | 585.04 | 585.04 | 42.0 | False | None | None | False | None | False | 24571.68 | 0 | | 2737820 | 86871 | None | code9 | 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-charge. Sl. No.8.5.1, Page No.42 of PWD SR 2023-24 of Volume2. | Sqm | 376.98 | 376.98 | 148.182 | False | None | None | False | None | False | 55861.65036 | 0 | | 2737821 | 86871 | None | code10 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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. Sl. No.8.9, Page No.42 of PWD SR 2023-24 of Volume2. | Sqm | 396.55 | 396.55 | 152.682 | False | None | None | False | None | False | 60546.0471 | 0 | | 2737822 | 86871 | None | code11 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. (vol 1, it no.2.1.2 pg 15, pwd sr 2023-24) | Cum | 5833.92 | 5833.92 | 7.95 | False | None | None | False | None | False | 46379.664 | 0 | | 2737823 | 86871 | None | code12 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. PWD CSR 2023-24, Sl. No.2.4.1, V-1, P-16 | Cum | 6596.12 | 6596.12 | 0.46 | False | None | None | False | None | False | 3034.2152 | 0 | | 2737824 | 86871 | None | code13 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ( Vol -2, I No - 9.11 , P No - 60, PWD SR - 2023-24 ) | Sqm | 915.67 | 915.67 | 19.553 | False | None | None | False | None | False | 17904.09551 | 0 | | 2737825 | 86871 | None | code14 | Providing and fixing white vitreous china clay, water closet orissa patterrn of size 580x440mm with integral type footrests, 100mm S or P trap,10litre low level white P.V.C flushing cistern, including flush pipe with manually controlled device (handle lever) conforming to IS:7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. (PWD SR 2023-24 I.No 14.1.1, Page No 131, Vol-2) | Nos | 5030.52 | 5030.52 | 4.0 | False | None | None | False | None | False | 20122.08 | 0 | | 2737826 | 86871 | None | code15 | Providing and fixing PVC waste pipefor sink or wash basin including PVC waste fittings complete-32mm dia semi rigid pipe. (PWD SR 2023-24 I.No 14.28.1.1, Page No 136, Vol-2) | Nos | 78.28 | 78.28 | 16.0 | False | None | None | False | None | False | 1252.48 | 0 | | 2737827 | 86871 | None | code16 | Providing and fixing PVC waste pipefor sink or wash basin including PVC waste fittings complete-40mm dia semi rigid pipe (PWD SR 2023-24 I.No 14.28.1.2, Page No 136, Vol-2) | Nos | 90.64 | 90.64 | 16.0 | False | None | None | False | None | False | 1450.24 | 0 | | 2737828 | 86871 | None | code17 | Providing and fixing PVC waste pipefor sink or wash basin including PVC waste fittings complete-32mm dia flexible pipe(PWD SR 2023-24 I.No 14.28.2.1, Page No 136, Vol-2) | Nos | 94.76 | 94.76 | 16.0 | False | None | None | False | None | False | 1516.16 | 0 | | 2737829 | 86871 | None | code18 | Providing and fixing PVC waste pipefor sink or wash basin including PVC waste fittings complete- 40mm dia flexible pipe (PWD SR 2023-24 I.No 14.28.2.2, Page No 136, Vol-2) | Nos | 94.76 | 94.76 | 16.0 | False | None | None | False | None | False | 1516.16 | 0 | | 2737830 | 86871 | None | code19 | Providing and fixing brass bib cock of approved quality: 20 mm nominal bore (PWD SR 2023-24 I.No 13.2.2, Page No 117, Vol-2) | Nos | 314.15 | 314.15 | 12.0 | False | None | None | False | None | False | 3769.8 | 0 | | 2737831 | 86871 | None | code20 | Providing and fixing brass stop cock of approved quality: 20mm nominal bore (PWD SR 2023-24 I.No 13.3.2, Page No 115, Vol-2) | Nos | 314.15 | 314.15 | 8.0 | False | None | None | False | None | False | 2513.2 | 0 | | 2737832 | 86871 | None | code21 | Providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic float complete:20 mm nominal bore (PWD SR 2023-24 I.No 13.5.2, Page No 117, Vol-2) | Nos | 323.42 | 323.42 | 2.0 | False | None | None | False | None | False | 646.84 | 0 | | 2737833 | 86871 | None | code22 | Providing and fixing brass ferrule with C.I mouth cover including boring and tapping the main:25mm nominal bore (PWD SR 2023-24 I.No 13.7.3, Page No 118, Vol-2) | Nos | 442.9 | 442.9 | 20.0 | False | None | None | False | None | False | 8858.0 | 0 | | 2737834 | 86871 | None | code23 | Providing and fixing unplasticised PVC connection pipe with brass union:20mm nominal bore (30 cm length) (PWD SR 2023-24 I.No 13.8.1.2, Page No 118, Vol-2) | Nos | 93.73 | 93.73 | 40.0 | False | None | None | False | None | False | 3749.2 | 0 | | 2737835 | 86871 | None | code24 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowerin 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 15cms, with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as pr ISS (contractor will make his own arrangements for procuring water for testing) etc. for-Pepes of SN4 75mm dia (PWD SR 2023-24 I.No 10.2.1, Page No 114, Vol-2) | m | 223.51 | 223.51 | 14.0 | False | None | None | False | None | False | 3129.14 | 0 | | 2737836 | 86871 | None | code25 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowerin 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 15cms, with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as pr ISS (contractor will make his own arrangements for procuring water for testing) etc. for: Pipes of SN4, 110mm dia (PWD SR 2023-24 I.No 10.2.2, Page No 114, Vol-2) | m | 296.64 | 296.64 | 10.0 | False | None | None | False | None | False | 2966.4 | 0 | | 2737837 | 86871 | None | code26 | Supply and delivery at site special moulded variety PVC reducer as per IS:7834/1987 and fabricated as per IG124/1984 with ISI mark with its latest amendments 75mm dia PVC reducer (PWD SR 2023-24 I.No 10.13.6, Page No 119, Vol-2) | Nos | 107.12 | 107.12 | 16.0 | False | None | None | False | None | False | 1713.92 | 0 | | 2737838 | 86871 | None | code27 | Supply and delivery at site special moulded variety PVC reducer as per IS:7834/1987 and fabricated as per IG124/1984 with ISI mark with its latest amendments-110mm dia PVC Reducer (PWD SR 2023-24 I.No 10.13.8, Page No 119, Vol-2) | Nos | 268.83 | 268.83 | 12.0 | False | None | None | False | None | False | 3225.96 | 0 | | 2737839 | 86871 | None | code28 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank,IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (PWD SR 2023-24 I.No 13.34, Page No 123, Vol-2) | Ltr | 9.27 | 9.27 | 1500.0 | False | None | None | False | None | False | 13905.0 | 0 | | 2737840 | 86871 | None | code29 | Supply and delivery at site special moulded variety PVC elbows as per IS:7834/1987 and fabricated as per IG124/1984 with ISI mark with its latest amendments 75 mm dia PVC elbow (PWD SR 2023-24 I.No 10.9.6, Page No 117, Vol-2) | Nos | 197.76 | 197.76 | 14.0 | False | None | None | False | None | False | 2768.64 | 0 | | 2737841 | 86871 | None | code30 | Supply and delivery at site special moulded variety PVC elbows as per IS:7834/1987 and fabricated as per IG124/1984 with ISI mark with its latest amendments. 110mm dia PVC elbow (PWD SR 2023-24 I.No 10.9.8, Page No 117, Vol-2) | Nos | 311.06 | 311.06 | 10.0 | False | None | None | False | None | False | 3110.6 | 0 | | 2737842 | 86871 | None | code31 | Providing and fixing wash basin with C.I brackets,15mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the wall wherever required: using white vitreous china wash basin size 550x400mm with a 15mm CP Brass single hole basin mixer. 14.7.4 V-2 P-132 | Nos | 2415.35 | 2415.35 | 4.0 | False | None | None | False | None | False | 9661.4 | 0 | | 2737843 | 86871 | None | code32 | Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary, 19/20 mm dia 2 mm thick (CSR FOR KPTCL, ESCOMs & PWD Electrical 2023-24 Item No 1.2.1, P. No 2, Vol-6) | Mtr | 67.98 | 67.98 | 50.0 | False | None | None | False | None | False | 3399.0 | 0 | | 2737844 | 86871 | None | code33 | Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary, 25 mm dia 2 mm thick (CSR FOR KPTCL, ESCOMs & PWD Electrical 2023-24 Item No 1.2.2, P. No 2, Vol-6) | Mtr | 80.34 | 80.34 | 45.0 | False | None | None | False | None | False | 3615.3 | 0 |
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