| 1708160889000 | 2 | None | None | Buildings | Construction of New Anganawadi building at Kachamaranahalli village, Kodathi GP, Bangalore East Taluk, Deposit Contribution - 2022-23 | 1986946.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2676809 | 83403 | None | 19.7.3 | 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 1029.0 | 1029.0 | 41.53 | False | None | None | False | None | False | 42734.37 | 0 | | 2676810 | 83403 | None | 19.3 | 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 2426.0 | 2426.0 | 13.13 | False | None | None | False | None | False | 31853.38 | 0 | | 2676811 | 83403 | None | 19.9.2 | 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 Engineerin- charge In cement mortar. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 1684.0 | 1684.0 | 28.21 | False | None | None | False | None | False | 47505.64 | 0 | | 2676812 | 83403 | None | 1.12 | 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 95.0 | 95.0 | 46.2 | False | None | None | False | None | False | 4389.0 | 0 | | 2676813 | 83403 | None | 1.1 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3). with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 135.0 | 135.0 | 129.07 | False | None | None | False | None | False | 17424.45 | 0 | | 2676814 | 83403 | None | 1.15.1 | 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 in Ordinary soil/ soft rock. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 363.0 | 363.0 | 88.88 | False | None | None | False | None | False | 32263.44 | 0 | | 2676815 | 83403 | None | 4.1 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 118.0 | 118.0 | 173.33 | False | None | None | False | None | False | 20452.94 | 0 | | 2676816 | 83403 | None | 2.1.3 | 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 5989.0 | 5989.0 | 16.7 | False | None | None | False | None | False | 100016.3 | 0 | | 2676817 | 83403 | None | 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 6217.0 | 6217.0 | 5.79 | False | None | None | False | None | False | 35996.43 | 0 | | 2676818 | 83403 | None | 2.2.3 | 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 super 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 machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25Design Mix Using 20 mm nominal size graded crushed coarse aggregates(The cost of steel reinforcement & formwork to be paid separately). Footings. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 6842.88 | 6842.88 | 8.95 | False | None | None | False | None | False | 61243.776 | 0 | | 2676819 | 83403 | None | 2.2.3 | 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 super 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 machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(The cost of steel reinforcement & formwork to be paid separately). Column upto Bottom of Plinth. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 10771.2 | 10771.2 | 1.12 | False | None | None | False | None | False | 12063.744 | 0 | | 2676820 | 83403 | None | 2.3.2 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates andfine 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(The cost of steel reinforcement & formwork to be paid separately). with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 9720.0 | 9720.0 | 8.74 | False | None | None | False | None | False | 84952.8 | 0 | | 2676821 | 83403 | None | 2.5.2 | 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. Column. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 11633.1 | 11633.1 | 2.61 | False | None | None | False | None | False | 30362.391 | 0 | | 2676822 | 83403 | None | 2.5.2 | 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. Lintel Alround. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 10948.8 | 10948.8 | 5.19 | False | None | None | False | None | False | 56824.272 | 0 | | 2676823 | 83403 | None | 2.5.2 | 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. Roof, Sump, Waist Slab, Landing. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 10264.5 | 10264.5 | 8.76 | False | None | None | False | None | False | 89917.02 | 0 | | 2676824 | 83403 | None | 2.5.1 | 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 for Chejja. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 9922.35 | 9922.35 | 1.22 | False | None | None | False | None | False | 12105.267 | 0 | | 2676825 | 83403 | None | 2.11A | 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Tonne | 89457.0 | 89457.0 | 3.6 | False | None | None | False | None | False | 322045.2 | 0 | | 2676826 | 83403 | None | 5.2 | Providing Coursed rubble masonry (first sort) with hard stone in foundationand plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 6618.0 | 6618.0 | 31.31 | False | None | None | False | None | False | 207209.58 | 0 | | 2676827 | 83403 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 6389.0 | 6389.0 | 17.53 | False | None | None | False | None | False | 111999.17 | 0 | | 2676828 | 83403 | None | 8.19.1 | Providing Flush/ Ruled pointing: Pointing on stone work with cementmortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and asper directions of Engineer-in charge. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 255.0 | 255.0 | 56.93 | False | None | None | False | None | False | 14517.15 | 0 | | 2676829 | 83403 | None | 1.9 | 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 266.0 | 266.0 | 88.88 | False | None | None | False | None | False | 23642.08 | 0 | | 2676830 | 83403 | None | 9.1.iii | Laying Reinforced Cement Concrete Pipe NP4 /Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Mtr | 10767.0 | 10767.0 | 2.0 | False | None | None | False | None | False | 21534.0 | 0 | | 2676831 | 83403 | None | 17.14 | Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.Soak Pit. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 1170.0 | 1170.0 | 2.56 | False | None | None | False | None | False | 2995.2 | 0 | | 2676832 | 83403 | None | 6.33 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150 x200 mm 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 1231.0 | 1231.0 | 168.94 | False | None | None | False | None | False | 207965.14 | 0 | | 2676833 | 83403 | None | 12.13.2 | Providing Red Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Cum | 99600.0 | 99600.0 | 0.37 | False | None | None | False | None | False | 36852.0 | 0 | | 2676834 | 83403 | None | 12.57.1 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame all round door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. do- 30 mm thick Both side teak. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 4043.0 | 4043.0 | 5.04 | False | None | None | False | None | False | 20376.72 | 0 | | 2676835 | 83403 | None | 12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 318.0 | 318.0 | 5.7 | False | None | None | False | None | False | 1812.6 | 0 | | 2676836 | 83403 | None | 12.55.2 | 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 2040.0 | 2040.0 | 1.58 | False | None | None | False | None | False | 3223.2 | 0 | | 2676837 | 83403 | None | 12.87 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size - 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 6551.0 | 6551.0 | 5.18 | False | None | None | False | None | False | 33934.18 | 0 | | 2676838 | 83403 | None | 11.34A | 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 . with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 168.0 | 168.0 | 108.78 | False | None | None | False | None | False | 18275.04 | 0 | | 2676839 | 83403 | None | 13.33.4 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching refilling & testing of joints complete, as per direction of Engineer-in-charge. (External work) 32mm nominal OD pipes. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Mtr | 372.0 | 372.0 | 38.0 | False | None | None | False | None | False | 14136.0 | 0 | | 2676840 | 83403 | None | 13.33.3 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching refilling & testing of joints complete, as per direction of Engineer-in-charge. (External work) 25mm nominal OD pipes. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Mtr | 296.0 | 296.0 | 38.0 | False | None | None | False | None | False | 11248.0 | 0 | | 2676841 | 83403 | None | 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tanks IS;12701 markeed with cover and suitable locking arrangements, and making necessary holes of suitable inlet, outlet and over flow pipes, but with out fittings and the base support for tank. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Ltr | 9.0 | 9.0 | 1000.0 | False | None | None | False | None | False | 9000.0 | 0 | | 2676842 | 83403 | None | 9.19 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser, treads of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints as per direction of Engineer in charge. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 1173.0 | 1173.0 | 30.94 | False | None | None | False | None | False | 36292.62 | 0 | | 2676843 | 83403 | None | 9.9 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 1076.0 | 1076.0 | 2.0 | False | None | None | False | None | False | 2152.0 | 0 | | 2676844 | 83403 | None | 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 1449.0 | 1449.0 | 12.39 | False | None | None | False | None | False | 17953.11 | 0 | | 2676845 | 83403 | None | 1.6 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. PVC pipes 90mm dia, 10 kg/sqcm & class 3. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Mtr | 294.0 | 294.0 | 21.0 | False | None | None | False | None | False | 6174.0 | 0 | | 2676846 | 83403 | None | 8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3fine sand) on concrete surface / ceilings including rounding off cornerswherever 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 211.0 | 211.0 | 44.93 | False | None | None | False | None | False | 9480.23 | 0 | | 2676847 | 83403 | None | 8.7 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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.Staircase. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 366.0 | 366.0 | 131.05 | False | None | None | False | None | False | 47964.3 | 0 | | 2676848 | 83403 | None | 8.7 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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. Outside. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Sqm | 366.0 | 366.0 | 295.72 | False | None | None | False | None | False | 108233.52 | 0 | | 2676849 | 83403 | None | 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Kg | 136.0 | 136.0 | 47.25 | False | None | None | False | None | False | 6426.0 | 0 | | 2676850 | 83403 | None | 1.1.2 | Supplying heavy gauge PVC conduit pipe 25dia 2 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Mtr | 81.0 | 81.0 | 50.0 | False | None | None | False | None | False | 4050.0 | 0 | | 2676851 | 83403 | None | 1.2.2 | Supplying heavy gauge PVC conduit pipe 32dia 2.5mm 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. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Mtr | 78.0 | 78.0 | 50.0 | False | None | None | False | None | False | 3900.0 | 0 | | 2676852 | 83403 | None | 1.7.2 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete.upto 50 mm conduit CC floor. with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work | Mtr | 69.0 | 69.0 | 50.0 | False | None | None | False | None | False | 3450.0 | 0 |
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