1709112801000 | 0 | None | None | Water supply/sewage lines | Construction of Pure Drinking Water Units near Bus stand at Ward No.01, near Sangappa Yadavannavar house at Ward No.9, near Unni Basaveshwar Temple at Ward No.13 & near Hanuman Temple in Nashi Tota at Ward No.21 and Supply & Erection of Pipeline from Vithal Temple to Kurade Oni, Sanatippagol Oni & Naduvinkeri Oni at Ward No.03 in TMC MUGALKHOD limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project. | 2924717.5 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2839942 | 92019 | None | I No.1 | Earth work excavation for pipelines/cables by Manual means upto 600mm 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. In all kinds of soils. Depth upto 1.50m | Cum | 493.5 | 493.5 | 23.4 | False | None | None | False | None | False | 11547.9 | 0 | 2839943 | 92019 | None | I No.2 | 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, ncluding 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. | Cum | 5466.3 | 5466.3 | 7.656 | False | None | None | False | None | False | 41849.9928 | 0 | 2839944 | 92019 | None | I No.3 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 4987.5 | 4987.5 | 13.608 | False | None | None | False | None | False | 67869.9 | 0 | 2839945 | 92019 | None | I No.4 | Providing Size Stone masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5619.6 | 5619.6 | 7.8432 | False | None | None | False | None | False | 44075.64672 | 0 | 2839946 | 92019 | None | I No.5 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 208.95 | 208.95 | 22.4 | False | None | None | False | None | False | 4680.48 | 0 | 2839947 | 92019 | None | I No.6 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 422.1 | 422.1 | 8.775 | False | None | None | False | None | False | 3703.9275 | 0 | 2839948 | 92019 | None | I No.7 | Providing and laying in position Reinforced 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 & 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6240.15 | 6240.15 | 5.1869 | False | None | None | False | None | False | 32367.034035 | 0 | 2839949 | 92019 | None | I No.8 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, 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. | Kg | 99.75 | 99.75 | 1440.0 | False | None | None | False | None | False | 143640.0 | 0 | 2839950 | 92019 | None | I No.9 | Providing & fixing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I.limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape herever required as per the direction of Engineer in charge. | Sqm | 834.75 | 834.75 | 156.2 | False | None | None | False | None | False | 130387.95 | 0 | 2839951 | 92019 | None | I No.10 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate sections and other sections of approved make conformingto IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e.at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight,mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing inges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Polyester powder coated aluminium minimum thickness of polyester powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications. | Kg | 486.15 | 486.15 | 691.1999 | False | None | None | False | None | False | 336026.831385 | 0 | 2839952 | 92019 | None | I No.11 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge: Pre-laminated particle board with decorative lamination on both sides including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 827.4 | 827.4 | 38.4 | False | None | None | False | None | False | 31772.16 | 0 | 2839953 | 92019 | None | I No.12 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top/ centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots,including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 91.35 | 91.35 | 2.88 | False | None | None | False | None | False | 263.088 | 0 | 2839954 | 92019 | None | I No.13 | 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 mm | Sqm | 1062.6 | 1062.6 | 42.5599 | False | None | None | False | None | False | 45224.14974 | 0 | 2839955 | 92019 | None | I No.14 | Water purification plants: Supplying, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards, with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 500 LPH FRP : Skid Type | Each | 361042.5 | 361042.5 | 4.0 | False | None | None | False | None | False | 1444170.0 | 0 | 2839956 | 92019 | None | I No.15 | Supplying heavy gauge PVC Conduit Pipe 20 dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. | Mtr | 75.0 | 75.0 | 40.0 | False | None | None | False | None | False | 3000.0 | 0 | 2839957 | 92019 | None | I No.16 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 12" x 12" x 3" (300 x 300 x 76 mm) | Each | 112.0 | 112.0 | 4.0 | False | None | None | False | None | False | 448.0 | 0 | 2839958 | 92019 | None | I No.17 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete. 8" x 6" x 3" (203 x 152 x 76 mm) | Each | 75.0 | 75.0 | 8.0 | False | None | None | False | None | False | 600.0 | 0 | 2839959 | 92019 | None | I No.18 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3m upto 6m from tapping point to out let via switch. | Point | 386.0 | 386.0 | 20.0 | False | None | None | False | None | False | 7720.0 | 0 | 2839960 | 92019 | None | I No.19 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 2C x 6 mm2 | Mtr | 179.0 | 179.0 | 120.0 | False | None | None | False | None | False | 21480.0 | 0 | 2839961 | 92019 | None | I No.20 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. 16A SP Switch | No | 108.0 | 108.0 | 16.0 | False | None | None | False | None | False | 1728.0 | 0 | 2839962 | 92019 | None | I No.21 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board.16A Three Way 5 Pin Socket | No | 113.0 | 113.0 | 12.0 | False | None | None | False | None | False | 1356.0 | 0 | 2839963 | 92019 | None | I No.22 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 16A | No | 125.0 | 125.0 | 4.0 | False | None | None | False | None | False | 500.0 | 0 | 2839964 | 92019 | None | I No.23 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch | No | 375.0 | 375.0 | 4.0 | False | None | None | False | None | False | 1500.0 | 0 | 2839965 | 92019 | None | I No.24 | Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6kA. 16 - 32 A SP | No | 190.0 | 190.0 | 4.0 | False | None | None | False | None | False | 760.0 | 0 | 2839966 | 92019 | None | I No.25 | Providing,supplying to work site, Submersible Pump Set of 100mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 10 HP - 155 LPM @ 140 m = 10 STG Outlet Dia - 2.0” | Each | 50670.9 | 50670.9 | 1.0 | False | None | None | False | None | False | 50670.9 | 0 | 2839967 | 92019 | None | I No.26 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. All kinds of soils. Depth upto 1.50 m | Cum | 203.7 | 203.7 | 425.25 | False | None | None | False | None | False | 86623.425 | 0 | 2839968 | 92019 | None | I No.27 | 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. 90mm(weight of pipe -1.313 kg) | m | 368.11 | 368.11 | 945.0 | False | None | None | False | None | False | 347863.95 | 0 | 2839969 | 92019 | None | I No.28 | 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 lectrostatically 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: 80mm | Each | 8413.65 | 8413.65 | 1.0 | False | None | None | False | None | False | 8413.65 | 0 | 2839970 | 92019 | None | I No.29 | 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 | Cum | 128.1 | 128.1 | 425.25 | False | None | None | False | None | False | 54474.525 | 0 |
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