| 1727690432000 | 0 | None | None | Buildings | Repairs to car shed and Gate, Clearing jungle and Construction of laterin pit and concrete behind office of Assistant Executive engineer panchayath raj Engineering subdivision Gudibande Town, Roof Repairs And other repairs to office of Assistant Executive engineer panchayath raj Engineering subdivision Gudibande Town | 591583.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4107878 | 160153 | None | code01 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement to brick/
stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials,labour, curing Complete as per the directions of engineer incharge of the work | Sqm | 429.0 | 429.0 | 12.2 | False | None | None | False | None | False | 5233.8 | 0 | | 4107879 | 160153 | None | code02 | Polyurethane based Single Component for New Surface Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa terproofing membrane. The finished cost to include surface preparation,making coving at Junction, Bore Packing, treatment of construction joints Complete as per the directions of engineer incharge of the work | Sqm | 817.0 | 817.0 | 125.78 | False | None | None | False | None | False | 102762.26 | 0 | | 4107880 | 160153 | None | code03 | Painting with silicon & acrylic emulsion based water thinnable sealer ofapproved brand and manufacture on wet or patchy portion of plasteredsurfaces :Two coats with paint of approved quality to give an evenshade, after thoroughly brooming the surface to remove all dirt, dust,mortar drops and foreign matter including preparing the surface evenand sand paper smooth, cost of materials, labour Complete as per the directions of engineer incharge of the work | Sqm | 198.0 | 198.0 | 228.97 | False | None | None | False | None | False | 45336.06 | 0 | | 4107881 | 160153 | None | code04 | Painting on G.S. sheet with synthetic enamel paint of approved
brand and manufacture of required colour to give an even shade:New work (two coats) including a coat of approved steel primer butexcluding a coat of mordant solution including preparing the surfaceafter thorougly cleaning oil, grease, dirt and foreign matter, cost ofmaterials, labour Complete as per the directions of engineer incharge of the work | Sqm | 131.0 | 131.0 | 77.98 | False | None | None | False | None | False | 10215.38 | 0 | | 4107882 | 160153 | None | code05 | 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 conforming to 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 Fixed Portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery Complete as per the directions of engineer incharge of the work | Kg | 489.0 | 489.0 | 89.64 | False | None | None | False | None | False | 43833.96 | 0 | | 4107883 | 160153 | None | code06 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12Way.Complete as per the directions of engineer incharge of the work | Each | 325.0 | 325.0 | 1.0 | False | None | None | False | None | False | 325.0 | 0 | | 4107884 | 160153 | None | code07 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP of GROUP -A. 2.5 sqmm.Complete as per the directions of engineer incharge of the work | m | 32.0 | 32.0 | 10.0 | False | None | None | False | None | False | 320.0 | 0 | | 4107885 | 160153 | None | code08 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery Complete as per the directions of engineer incharge of the work | Sqm | 912.0 | 912.0 | 6.479 | False | None | None | False | None | False | 5908.848 | 0 | | 4107886 | 160153 | None | code09 | Earth work excavation by manual means for drains,canals, waste weir,
draft, approach channels, key trenches, foundation of bridges and
such simillar works in all kinds of soils , as per drawing and technical
specifications, including setting out, shoring, strutting, barricading,
caution lights, removal of stumps and other deleterious matter,
excavated surface leveled and sides neatly dressed disposing off the
excavated stuff or sorting & stacking the selected stuff for reuse in a
radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m. Complete as per the directions of engineer incharge of the work | Cum | 242.0 | 242.0 | 3.06 | False | None | None | False | None | False | 740.52 | 0 | | 4107887 | 160153 | None | code10 | 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 welded type tubes including cost of materials, labour,sage charges of machinery Complete as per the directions of engineer incharge of the work | Kg | 136.0 | 136.0 | 324.0 | False | None | None | False | None | False | 44064.0 | 0 | | 4107888 | 160153 | None | code11 | 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Complete as per the directions of engineer incharge of the work | Cum | 6323.0 | 6323.0 | 0.32 | False | None | None | False | None | False | 2023.36 | 0 | | 4107889 | 160153 | None | code12 | 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 the directions of engineer incharge of the work | Kg | 113.0 | 113.0 | 696.0 | False | None | None | False | None | False | 78648.0 | 0 | | 4107890 | 160153 | None | code13 | 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 asper design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and ncluding cutting to size and shape wherever required as per the direction of Engineer in charge.0.63 mm thick with zinc coating not less than 275 g/ m² Complete as per the directions of engineer incharge of the work | Sqm | 879.0 | 879.0 | 52.0 | False | None | None | False | None | False | 45708.0 | 0 | | 4107891 | 160153 | None | code14 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer. In area of thorny jungle.Complete as per the directions of engineer incharge of the work | Sqm | 484.0 | 484.0 | 2.7 | False | None | None | False | None | False | 1306.8 | 0 | | 4107892 | 160153 | None | code15 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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.In all kinds of soils upto 300 mm depth.Complete as per the directions of engineer incharge of the work | Cum | 95.0 | 95.0 | 51.2 | False | None | None | False | None | False | 4864.0 | 0 | | 4107893 | 160153 | None | code16 | Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances.,complete.1200 mmx1250 mm.Complete as per the directions of engineer incharge of the work | Each | 9351.0 | 9351.0 | 1.0 | False | None | None | False | None | False | 9351.0 | 0 | | 4107894 | 160153 | None | code17 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 150 mm nominal dia Pipes.Complete as per the directions of engineer incharge of the work | Mtr | 1593.0 | 1593.0 | 3.0 | False | None | None | False | None | False | 4779.0 | 0 | | 4107895 | 160153 | None | code18 | Wet Mix Macadam (Plant Mix Method) 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 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Complete as per the directions of engineer incharge of the work | Cum | 2559.0 | 2559.0 | 15.36 | False | None | None | False | None | False | 39306.24 | 0 | | 4107896 | 160153 | None | code19 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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 conveyanceof all materials, labour, equipments etc., Complete as per the directions of engineer incharge of the work | Cum | 6374.0 | 6374.0 | 23.04 | False | None | None | False | None | False | 146856.96 | 0 |
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