| 1722511564000 | 0 | None | None | Roads | Renovation of Suggatta Road Anganavadi Toilet,Construction of Drain and concrete Road on the rock road of Sonnappanahalli and Installation of Covering Slab on SC St Colony Drains of Billamaranahalli in Hunasamaranahalli TMC Limit | 825792.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3667817 | 133950 | None | code01 | Earth Work Excavation Mechanical In all kinds of Soils Depth upto 3m Earth work excavation for foundation by machanical means for all works and depth up to 3m, 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 ina raduis of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work PWD SR 2023-24 Vol: 1 P.NO.8 I.No. 1.14.1 | Cum | 123.97 | 123.97 | 67.1 | False | None | None | False | None | False | 8318.387 | 0 | | 3667818 | 133950 | None | code02 | 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. PWD SR 2021-22 Vol:1 P.NO.8 I.No: 1.12 | Cum | 79.0 | 79.0 | 30.0 | False | None | None | False | None | False | 2370.0 | 0 | | 3667819 | 133950 | None | code03 | Removal of Unserceable Soil with Disposal up to a suitable distance as directed by the Engineer in cherge of work PWD SR 2023-24 Vol:3 P.NO.15 I.No:3.1 | Cum | 103.3 | 103.3 | 81.45 | False | None | None | False | None | False | 8413.785 | 0 | | 3667820 | 133950 | None | code04 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. Dry brick pitching or brick soling. PWD SR 2023-24 Vol:3 P.NO.10 , Item No-2.9 d | Cum | 450.91 | 450.91 | 64.8 | False | None | None | False | None | False | 29218.968 | 0 | | 3667821 | 133950 | None | code05 | PCC (1:3:6) 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 PWD SR 2023-24 Vol:1 P.NO.15 I.No:2.1.3 | Cum | 7279.03 | 7279.03 | 10.45 | False | None | None | False | None | False | 76065.8635 | 0 | | 3667822 | 133950 | None | code06 | 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. PWD SR 2023-24 Vol:3 P.NO.24 SL.No: 4.17 | Cum | 3110.2 | 3110.2 | 14.1 | False | None | None | False | None | False | 43853.82 | 0 | | 3667823 | 133950 | 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). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) (as per Specification PWD SR 2023-24 Vol:1 P.NO 17 I. no:2.4.2) | Cum | 7684.97 | 7684.97 | 13.3 | False | None | None | False | None | False | 102210.101 | 0 | | 3667824 | 133950 | None | code08 | 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 conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. PWD SR 2023-24 Vol:2 P.NO.148 I.No:16.27 | Cum | 7746.95 | 7746.95 | 28.14 | False | None | None | False | None | False | 217999.173 | 0 | | 3667825 | 133950 | None | code09 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35% ( as per spcification. PWD SR 2023-24 Vol:2 P.NO.A-7 I.No: 22-2) Issue rates on dated 7/7/2022. | Cum | 2689.74 | 2689.74 | 27.34 | False | None | None | False | None | False | 73537.4916 | 0 | | 3667826 | 133950 | None | code10 | 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. Foundations of Bridges PWD SR 2023-24 Vol:1 P.NO.18 I.No: 2.11 b | MT | 104774.77 | 104774.77 | 1.2455 | False | None | None | False | None | False | 130496.976035 | 0 | | 3667827 | 133950 | None | code11 | 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 2023-24 Vol: 2 P.NO.13 I.No. 6.7 | Cum | 9979.64 | 9979.64 | 7.55 | False | None | None | False | None | False | 75346.282 | 0 | | 3667828 | 133950 | None | code12 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :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 incharge of work.
PWD SR 2023-24 Vol:2 P.NO.41 I.No:8.2.2 | Sqm | 339.09 | 339.09 | 12.6 | False | None | None | False | None | False | 4272.534 | 0 | | 3667829 | 133950 | None | code13 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete.
PWD SR 2023-24 Vol:2 P.NO.60 I.No:9.10 | Cum | 7279.03 | 7279.03 | 5.86 | False | None | None | False | None | False | 42655.1158 | 0 | | 3667830 | 133950 | None | code14 | Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Mathi/Nandi wood stiles and rails of 30mm thick 50mm wide and central divider of 30mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures)
PWD SR 2023-24 Vol:2 P.NO 103 I. no: 12.50. | Cum | 7455.26 | 7455.26 | 0.54 | False | None | None | False | None | False | 4025.8404 | 0 | | 3667831 | 133950 | None | code15 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance 1mm), with wall thickness 2.0 mm ( 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm ( 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge
PWD SR 2023-24 Vol:2 P.NO.110, Item No-12.83.2 | Sqm | 290.48 | 290.48 | 6.2 | False | None | None | False | None | False | 1800.976 | 0 | | 3667832 | 133950 | None | code16 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm
thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges
PWD SR 2023-24 Vol:2 P.NO.104 I.No: 12.55.2 | Nos | 2479.41 | 2479.41 | 2.1 | False | None | None | False | None | False | 5206.761 | 0 |
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