| 1725859803000 | 0 | None | None | Buildings | Construction of Wet Waste Collection Centre at Ward no 01 Hindu Crematorium Near Chandramouleshwara Temple in Kadur Town | 321372.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3941171 | 152476 | None | code01 | 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.(VOL1 Page No 9 I.No.1.15.20 | Cum | 425.0 | 425.0 | 31.0 | False | None | None | False | None | False | 13175.0 | 0 | | 3941172 | 152476 | None | code02 | 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 aggregates(P.NoVolume I .15. I.No.2.1 [2.1.3) | Cum | 5989.0 | 5989.0 | 2.07 | False | None | None | False | None | False | 12397.23 | 0 | | 3941173 | 152476 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Volume-2 P.No 9 I.No.5.4 | Cum | 6389.0 | 6389.0 | 14.07 | False | None | None | False | None | False | 89893.23 | 0 | | 3941174 | 152476 | None | code04 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Item No. 6.33 Page No. 17 Vol.2 PWD SR | Sqm | 1231.0 | 1231.0 | 55.4 | False | None | None | False | None | False | 68197.4 | 0 | | 3941175 | 152476 | None | code05 | Construction of Granular Sub-Base by providing graded Material, mixing, carriage of mixed Material to work site,spreading in uniform layers with motor grader on prepared surface, mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, completeas per clause 401 (2.5 precent Cement) Volume3 Page No. 23, Item No. 4.2 | Cum | 2360.0 | 2360.0 | 1.8 | False | None | None | False | None | False | 4248.0 | 0 | | 3941176 | 152476 | None | code06 | 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 operati n 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.Volumn 3 (P.No.149 I.No16.28) | Cum | 6754.0 | 6754.0 | 2.61 | False | None | None | False | None | False | 17627.94 | 0 | | 3941177 | 152476 | None | code07 | 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 materi als, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Volume-2 P.No- 41 I.No.8.1.2 | Sqm | 241.0 | 241.0 | 98.8 | False | None | None | False | None | False | 23810.8 | 0 | | 3941178 | 152476 | None | code08 | 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 (VOL1 Page No.15, I.No.2.2.1 | Cum | 6287.0 | 6287.0 | 1.38 | False | None | None | False | None | False | 8676.06 | 0 | | 3941179 | 152476 | None | code09 | 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 (VOL1 Page No.18, I.No.2.11 | Tonne | 89457.0 | 89457.0 | 0.17 | False | None | None | False | None | False | 15207.69 | 0 | | 3941180 | 152476 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge.(P.No Volume2 .Page No 82. I.No.11.16.2 | Kg | 147.0 | 147.0 | 186.44 | False | None | None | False | None | False | 27406.68 | 0 | | 3941181 | 152476 | None | code11 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (Item No. 7.38, Page No. 26, Vol.2 | Sqm | 568.0 | 568.0 | 30.0 | False | None | None | False | None | False | 17040.0 | 0 | | 3941182 | 152476 | None | code12 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (Item No. 7.38, Page No. 26, Vol.2 | Sqm | 1163.0 | 1163.0 | 4.0 | False | None | None | False | None | False | 4652.0 | 0 | | 3941183 | 152476 | None | code13 | 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. G.I. pipes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge..(Volume-2 P.No84 I.No.11.26.3 | Kg | 183.0 | 183.0 | 80.0 | False | None | None | False | None | False | 14640.0 | 0 | | 3941184 | 152476 | None | code14 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g per L 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..(Volume2 P.No 50 I.No.8.54 | Sqm | 110.0 | 110.0 | 40.0 | False | None | None | False | None | False | 4400.0 | 0 |
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