| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1706688252000 | 0 | None | None | Buildings | Ground Floor Building (Class Room) | 1281693.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2351888 | 69555 | None | 001 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. (PWD SR 2021-22, Volume-2, Item No.19.3, Page No.163) | Cum | 1950.9 | 1950.9 | 14.6063 | False | None | None | False | None | False | 28495.43067 | 0 | | 2351889 | 69555 | None | 002 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge In cement mortar (PWD SR 2021-22, Volume-2, Item No.9.7.3, Page No.163) | Cum | 828.45 | 828.45 | 19.3131 | False | None | None | False | None | False | 15999.937695 | 0 | | 2351890 | 69555 | None | 003 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge. In cement mortar (PWD SR 2021-22, Volume-2, Item No.19.9.2, Page No.163) | Cum | 1354.5 | 1354.5 | 11.52 | False | None | None | False | None | False | 15603.84 | 0 | | 2351891 | 69555 | None | 004 | 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 ordinary/soft rock without blasting upto 1.5 m depth (PWD SR-2021-22 Volume-1 P.No.-8., I.No.- 1.15.1) | Cum | 285.6 | 285.6 | 45.42 | False | None | None | False | None | False | 12971.952 | 0 | | 2351892 | 69555 | None | 005 | 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 ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22, Volume-1, Item No.2.1.3, Page No.15) | Cum | 5831.7 | 5831.7 | 15.11 | False | None | None | False | None | False | 88116.987 | 0 | | 2351893 | 69555 | None | 006 | 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) (PWD SR 2021-22, Volume-2, Item No.5.1.1, Page No.9) | Cum | 4987.5 | 4987.5 | 18.91 | False | None | None | False | None | False | 94313.625 | 0 | | 2351894 | 69555 | None | 007 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR 2021-22, Volume-2, Item No.5.1.1, Page No.9) | Cum | 5619.6 | 5619.6 | 12.3055 | False | None | None | False | None | False | 69151.9878 | 0 | | 2351895 | 69555 | None | 008 | 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. (PWD SR 2021-22, Volume-2, Item No.8.19.1, Page No.44) | Sqm | 208.95 | 208.95 | 17.93 | False | None | None | False | None | False | 3746.4735 | 0 | | 2351896 | 69555 | None | 009 | 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 and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR 2021-22, Volume-1, Item No.1.9, Page No.7) | Cum | 214.2 | 214.2 | 37.72 | False | None | None | False | None | False | 8079.624 | 0 | | 2351897 | 69555 | None | 010 | 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 & formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22, Volume-1, Item No.2.4.2, Page No.17) | Cum | 6266.4 | 6266.4 | 5.31 | False | None | None | False | None | False | 33274.584 | 0 | | 2351898 | 69555 | None | 011 | Centring & Shuttering for Footing (PWD SR 2021-22, Volume-1, Appendix I,Sl no 3, Page No.115) | Cum | 187.99 | 187.99 | 4.05 | False | None | None | False | None | False | 761.3595 | 0 | | 2351899 | 69555 | None | 012 | Centring & Shuttering for Column (PWD SR 2021-22, Volume-1, Appendix I,Sl no 3, Page No.115) | Cum | 4386.48 | 4386.48 | 1.26 | False | None | None | False | None | False | 5526.9648 | 0 | | 2351900 | 69555 | None | 013 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2021-22, Volume-1, Item No.2.5.1, Page No.17) | Cum | 6491.1 | 6491.1 | 26.06 | False | None | None | False | None | False | 169158.066 | 0 | | 2351901 | 69555 | None | 014 | Formwork, Centring & Shuttering for Columns (PWD SR 2021-22, Volume-1, Appendix I,Sl no 3, Page No.115) | Cum | 4543.77 | 4543.77 | 2.9808 | False | None | None | False | None | False | 13544.069616 | 0 | | 2351902 | 69555 | None | 015 | Formwork, Centring & Shuttering for Plingth Beams (PWD SR 2021-22, Volume-1, Appendix I,Sl no 3, Page No.115) | Cum | 3245.55 | 3245.55 | 3.2002 | False | None | None | False | None | False | 10386.40911 | 0 | | 2351903 | 69555 | None | 016 | Formwork, Centring & Shuttering for Beams & Lintels of Building (PWD SR 2021-22, Volume-1, Appendix I,Sl no 12, Page No.115) | Sqm | 3894.66 | 3894.66 | 7.0179 | False | None | None | False | None | False | 27332.334414 | 0 | | 2351904 | 69555 | None | 017 | Formwork, Centring & Shuttering for Roof & Chajja & Waist Slab (Steps) (PWD SR 2021-22, Volume-1, Appendix I,Sl no 13, Page No.115) | Sqm | 3245.55 | 3245.55 | 12.8567 | False | None | None | False | None | False | 41727.062685 | 0 | | 2351905 | 69555 | None | 018 | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (PWD SR 2021-22, Volume-2, Item No.11.32, Page No.84) | Kgs | 87.15 | 87.15 | 2830.9462 | False | None | None | False | None | False | 246716.96133 | 0 | | 2351906 | 69555 | None | 019 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure 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 engineer incharge of work (PWD SR 2021-22, Volume-2, Item No.6.8, Page No.14) | Cum | 7024.5 | 7024.5 | 16.0853 | False | None | None | False | None | False | 112991.18985 | 0 | | 2351907 | 69555 | None | 020 | 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 (PWD SR 2021-22, Volume-2, Item No.8.1.1, Page No.41) | Sqm | 223.65 | 223.65 | 91.35 | False | None | None | False | None | False | 20430.4275 | 0 | | 2351908 | 69555 | None | 021 | 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) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 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. (PWD SR 2021-22, Volume-2, Item No.8.8, Page No.42) | Sqm | 322.35 | 322.35 | 101.0772 | False | None | None | False | None | False | 32582.23542 | 0 | | 2351909 | 69555 | None | 022 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer in-charge (PWD SR 2021-22, Volume-2, Item No.8.21, Page No.44) | Sqm | 19.95 | 19.95 | 273.4272 | False | None | None | False | None | False | 5454.87264 | 0 | | 2351910 | 69555 | None | 023 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. (PWD SR 2021-22, Volume-2, Item No.8.39, Page No.48) | Sqm | 99.75 | 99.75 | 192.4272 | False | None | None | False | None | False | 19194.6132 | 0 | | 2351911 | 69555 | None | 024 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (PWD SR 2021-22, Volume-2, Item No.11.34A, Page No.85) | Kgs | 154.35 | 154.35 | 143.64 | False | None | None | False | None | False | 22170.834 | 0 | | 2351912 | 69555 | None | 025 | 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. (PWD SR 2021-22, Volume-2, Item No.11.5.1, Page No.75) | Sqm | 3843.0 | 3843.0 | 10.8 | False | None | None | False | None | False | 41504.4 | 0 | | 2351913 | 69555 | None | 026 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineerin- Charge. (PWD SR 2021-22, Volume-2, Item No.11.26.1, Page No.82) | Kg | 116.55 | 116.55 | 66.15 | False | None | None | False | None | False | 7709.7825 | 0 | | 2351914 | 69555 | None | 027 | 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 (PWD SR 2021-22, Volume-2, Item No.8.33.3, Page No.47) | Sqm | 111.0 | 111.0 | 24.3 | False | None | None | False | None | False | 2697.3 | 0 | | 2351915 | 69555 | None | 028 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (PWD SR 2021-22, Volume-2, Item No.9.36, Page No.65) | Sqm | 1264.2 | 1264.2 | 84.52 | False | None | None | False | None | False | 106850.184 | 0 | | 2351916 | 69555 | None | 029 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly leaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2021-22, Volume-2, Item No.8.49, Page No.49) | cm | 3.15 | 3.15 | 8000.0 | False | None | None | False | None | False | 25200.0 | 0 |
| | 1706688252000 | 0 | None | None | Buildings | ELECTRIFICATION | 46685.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2351917 | 69556 | None | 030 | Concealed Conduit System 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 - 25mm dia 2mm thick | Mtr | 73.5 | 73.5 | 200.0 | False | None | None | False | None | False | 14700.0 | 0 | | 2351918 | 69556 | None | 031 | Supplying heavy gauge PVC Conduit Pipe ….dia .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 up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. - 25mm dia 2mm thick | Mtr | 84.0 | 84.0 | 200.0 | False | None | None | False | None | False | 16800.0 | 0 | | 2351919 | 69556 | None | 032 | 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. | Nos | 162.75 | 162.75 | 2.0 | False | None | None | False | None | False | 325.5 | 0 | | 2351920 | 69556 | None | 033 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, Finishing with necessary cement plastering complete. | Nos | 117.6 | 117.6 | 2.0 | False | None | None | False | None | False | 235.2 | 0 | | 2351921 | 69556 | None | 034 | Supplying Patti type Flourcent tube light fitting of 4' suitable for 28 watts flour cent tube fitting made out of M.S. Sheet and stove enameled with loss open construction copper wound ferromagnetic ballast starter locking type brass contract holders moulded on double fold type sheet base fully wired to use on 230 volts AC supply including T5 lamp. and as per directed by Engineer Incharge of Work. | Nos | 777.0 | 777.0 | 4.0 | False | None | None | False | None | False | 3108.0 | 0 | | 2351922 | 69556 | None | 035 | Supplying capacitor type ceiling fan complete with down road blades shakle regulator capacities., for operation on 230 volts 50 cyeles single phase AC supply conforming to ISI 374-1979 and with double ball bearing sytem and as per technical approved (1200 mm swing) | Nos | 2278.5 | 2278.5 | 2.0 | False | None | None | False | None | False | 4557.0 | 0 | | 2351923 | 69556 | None | 036 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, 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 outlet. GROUP A - Short point upto 3Mtr from tapping point to out let via switch | Point | 289.8 | 289.8 | 6.0 | False | None | None | False | None | False | 1738.8 | 0 | | 2351924 | 69556 | None | 037 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, 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 outlet. GROUP A - Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch | Point | 405.3 | 405.3 | 2.0 | False | None | None | False | None | False | 810.6 | 0 | | 2351925 | 69556 | None | 038 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, 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 outlet. GROUP A - Long point above 6Mtr upto 10Mtr from tapping point to out let via switch | Point | 595.35 | 595.35 | 4.0 | False | None | None | False | None | False | 2381.4 | 0 | | 2351926 | 69556 | None | 039 | Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 - 6Amps 3/5 Way | Point | 150.15 | 150.15 | 4.0 | False | None | None | False | None | False | 600.6 | 0 | | 2351927 | 69556 | None | 040 | Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F. screws. | Sq CM | 0.27 | 0.27 | 1000.0 | False | None | None | False | None | False | 270.0 | 0 | | 2351928 | 69556 | None | 041 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32 Amps DP | Nos | 1158.15 | 1158.15 | 1.0 | False | None | None | False | None | False | 1158.15 | 0 |
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