1725102849000 | 0 | None | None | Other Works | Construction of welcome arch in ward no.15 | 846034.94 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3896059 | 149937 | None | code01 | 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 pecifications, 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. PWD SR 23-24, Page No.8 Item No.1.12 | Cum | 97.85 | 97.85 | 2.71 | False | None | None | False | None | False | 265.1735 | 0 | 3896060 | 149937 | None | code02 | 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 PWD SR 23-24, Page No.8 Item No.1.14.1 | Cum | 105.06 | 105.06 | 55.77 | False | None | None | False | None | False | 5859.1962 | 0 | 3896061 | 149937 | None | code03 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD SR 23-24, Page No.15 Item No.2.1.3 | Cum | 6168.67 | 6168.67 | 4.07 | False | None | None | False | None | False | 25106.4869 | 0 | 3896062 | 149937 | None | code04 | 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 uper 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 achinery, 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, PWD SR 23-24, Page No.15 Item No.2.2.3 | Cum | 6529.17 | 6529.17 | 3.8 | False | None | None | False | None | False | 24810.846 | 0 | 3896063 | 149937 | None | code05 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24, Page No.16 Item No. 2.4.3 Ground Beams GB1 to GB8 GB9 to GB10 | Cum | 9789.12 | 9789.12 | 1.88 | False | None | None | False | None | False | 18403.5456 | 0 | 3896064 | 149937 | None | code06 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24, Page No.16 Item No. 2.4.3 Plinth Beams PB1 To PB8 | Cum | 9789.12 | 9789.12 | 0.66 | False | None | None | False | None | False | 6460.8192 | 0 | 3896065 | 149937 | None | code07 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24, Page No.16 Item No. 2.4.3 Columns Upto Plinth C1 TO C8 | Cum | 11094.34 | 11094.34 | 2.7 | False | None | None | False | None | False | 29954.718 | 0 | 3896066 | 149937 | None | code08 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, PWD SR 23-24, Page No.16 Item No. 2.5.2 Roof Beams at Top slab Level Beam At top | Cum | 11277.26 | 11277.26 | 1.69 | False | None | None | False | None | False | 19058.5694 | 0 | 3896067 | 149937 | None | code09 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, PWD SR 23-24, Page No.16 Item No. 2.5.2 Columns Above Plinth C1 TO C8 Circular Column | Cum | 11982.09 | 11982.09 | 2.09 | False | None | None | False | None | False | 25042.5681 | 0 | 3896068 | 149937 | None | code10 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, PWD SR 23-24, Page No.16 Item No. 2.5.2 Slab Slab at First & Third hidden beam level Slab at Second & Fourth hidden beam level | Cum | 10572.44 | 10572.44 | 9.77 | False | None | None | False | None | False | 103292.7388 | 0 | 3896069 | 149937 | None | code11 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR 23-24, Vol. II Page No.9 Item No. 5.2 | Cum | 6816.54 | 6816.54 | 1.23 | False | None | None | False | None | False | 8384.3442 | 0 | 3896070 | 149937 | None | code12 | Filling approved 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 23-24, Vol. I , Page No.7 Item No. 1.11 | Cum | 445.99 | 445.99 | 17.1 | False | None | None | False | None | False | 7626.429 | 0 | 3896071 | 149937 | None | code13 | Providing Thermo-Mechanically Treated bars of grade Fe-550 or more 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)v PWD SR 23-24, Vol. I Page No. 90 Item No. 2.11 | Tonne | 92140.71 | 92140.71 | 4.5 | False | None | None | False | None | False | 414633.195 | 0 | 3896072 | 149937 | None | code14 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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 PWD SR 23-24, Vol. II Page No. 41 Item No. 8.1.2 | Sqm | 248.23 | 248.23 | 29.97 | False | None | None | False | None | False | 7439.4531 | 0 | 3896073 | 149937 | None | code15 | 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 23-24, Vol. II Page No. 42 Item No. 8.8 | Sqm | 382.13 | 382.13 | 116.91 | False | None | None | False | None | False | 44674.8183 | 0 | 3896074 | 149937 | None | code16 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge PWD SR 23-24, Vol. II Page No. 50 Item No. | Sqm | 113.3 | 113.3 | 29.97 | False | None | None | False | None | False | 3395.601 | 0 | 3896075 | 149937 | None | code17 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade 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 23-24, Vol. II Page No.45 Item No. 8.28 | Sqm | 91.67 | 91.67 | 116.91 | False | None | None | False | None | False | 10717.1397 | 0 | 3896076 | 149937 | None | code18 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. PWD SR 23-24, Vol. II Page No.63 Item No. 9.24 | Sqm | 2937.56 | 2937.56 | 8.82 | False | None | None | False | None | False | 25909.2792 | 0 | 3896077 | 149937 | None | code19 | Electrification Charges | No | 65000.0 | 65000.0 | 1.0 | False | None | None | False | None | False | 65000.0 | 0 |
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