| 1722426156000 | 0 | None | None | Buildings | Proposed Construction of Physically disabled toilet in Anekal TMC Office Premises | 133467.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3660482 | 133576 | None | C01 | 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 In all kinds of soils Depth upto 3 m page no8 vol 1 item no 1.14.1KPWD SR-2023-2024, | Cum | 105.06 | 105.06 | 3.4 | False | None | None | False | None | False | 357.204 | 0 | | 3660483 | 133576 | None | C02 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatesKPWD SR-2023-2024,, Volume-1, P-58Sl.No.2.1.3 | Cum | 6168.67 | 6168.67 | 0.76 | False | None | None | False | None | False | 4688.1892 | 0 | | 3660484 | 133576 | None | C03 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)page no9 vol 2item no6.2 KPWDSR-2023-2024, | Cum | 6816.54 | 6816.54 | 2.26 | False | None | None | False | None | False | 15405.3804 | 0 | | 3660485 | 133576 | None | C04 | 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 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, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates KPWD SR-2023-2024, Volume-1, P-74 Sl.No.2.4.2 | Cum | 8725.74 | 8725.74 | 0.84 | False | None | None | False | None | False | 7329.6216 | 0 | | 3660486 | 133576 | None | C05 | 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 .(h)All other type of structures KPWD SR-2023-2024, Volume-1, P-18 Sl.No.2.11 | Tonne | 81381.33 | 81381.33 | 0.05 | False | None | None | False | None | False | 4069.0665 | 0 | | 3660487 | 133576 | None | C06 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in uperstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of ngineer incharge of work. KPWDSR-2023-2024,, page no13 vol 2 item no 6.7 | Cum | 8457.33 | 8457.33 | 2.56 | False | None | None | False | None | False | 21650.7648 | 0 | | 3660488 | 133576 | None | C07 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. KPWDSR-2023-2024,, page no77 vol 2 item no 11.5.1 | Cum | 4612.34 | 4612.34 | 2.09 | False | None | None | False | None | False | 9639.7906 | 0 | | 3660489 | 133576 | None | C08 | 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.. KPWD SR-2023-2024,,page no42 vol 2 item no 8.9 | Sqm | 396.55 | 396.55 | 36.25 | False | None | None | False | None | False | 14374.9375 | 0 | | 3660490 | 133576 | None | C09 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. KPWDSR-2023-2024,,page no45vol 2 item no8.25 | Sqm | 141.11 | 141.11 | 36.25 | False | None | None | False | None | False | 5115.2375 | 0 | | 3660491 | 133576 | None | C10 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. KPWD SR-2023-2024,, page no47 vol 2 item no8.33.3 | Sqm | 143.17 | 143.17 | 2.09 | False | None | None | False | None | False | 299.2253 | 0 | | 3660492 | 133576 | None | C11 | Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser, treads of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints as per direction of Engineer in charge.. KPWD SR-2023-2024,, page no61 vol 2 item no9.19 | Sqm | 1208.19 | 1208.19 | 11.76 | False | None | None | False | None | False | 14208.3144 | 0 | | 3660493 | 133576 | None | C12 | 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 enc 32mm dia 2.5mm thick. page no2 item no1.2.3 of Eie SR-2023-2024, | Mtr | 103.0 | 103.0 | 5.0 | False | None | None | False | None | False | 515.0 | 0 | | 3660494 | 133576 | None | C13 | Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc page no2 item no1.4.4of EieSR-2023-2024, | No | 161.0 | 161.0 | 1.0 | False | None | None | False | None | False | 161.0 | 0 | | 3660495 | 133576 | None | C14 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. page no3 item no1.7.1of Eie SR-2023-2024,, | Mtr | 29.0 | 29.0 | 1.0 | False | None | None | False | None | False | 29.0 | 0 | | 3660496 | 133576 | None | C15 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps 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 outletShort point upto 3Mtr from tapping point to out let via switchpage no5 item no2.1.1of EieSR-2023-2024,, | No | 285.0 | 285.0 | 1.0 | False | None | None | False | None | False | 285.0 | 0 | | 3660497 | 133576 | None | C16 | Supplying and fixing 32Amps security and energy saving DP switch with key tag suitable to operate on 230 Volts, 50Hz AC supply & completely wired on existing box. page no10 item no3.7 Eie SR-2023-2024, | No | 646.0 | 646.0 | 1.0 | False | None | None | False | None | False | 646.0 | 0 | | 3660498 | 133576 | None | C17 | SProviding and fixing white vitreous china pedestal type water closet(European type W.C. pan) with seat and lid, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : page no131 item no14.2.1 vol 2 KPWD SR-2023-2024, | No | 4838.0 | 4838.0 | 1.0 | False | None | None | False | None | False | 4838.0 | 0 | | 3660499 | 133576 | None | C18 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and uts of pipes wherever necessary including jointing of PVC pipes and pecials (excluding cost of specials) with jointing of approved type, withall 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. for:PVC pipes 32mm dia., 10 kg/sqcm & class 5 page no113 item no10.1.2 BWSSB SR-2023-2024, | Mtr | 67.0 | 67.0 | 5.0 | False | None | None | False | None | False | 335.0 | 0 | | 3660500 | 133576 | None | C19 | 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 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 ofelastomeric 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. for:Pipes of SN4, 110mm dia. P-114, IT.NO. 10.2.2BWSSB SR-2023-2024, | No | 288.0 | 288.0 | 10.0 | False | None | None | False | None | False | 2880.0 | 0 | | 3660501 | 133576 | None | C20 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. page no5 vol 1 item no 1.1 KPWD SR-2022-2023, | Cum | 93.73 | 93.73 | 2.4 | False | None | None | False | None | False | 224.952 | 0 | | 3660502 | 133576 | None | C21 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density KPWD SR-2023-2024,Volume-3, P-24 Sl.No.4.17 | Cum | 2635.77 | 2635.77 | 2.4 | False | None | None | False | None | False | 6325.848 | 0 | | 3660503 | 133576 | None | C22 | Providing and constructing un-reinforced 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid 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 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. KPWDSR-2023-2024, Vol:3 P.NO.138 SI.No: 16.27 | Cum | 6565.22 | 6565.22 | 3.06 | False | None | None | False | None | False | 20089.5732 | 0 |
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