| 1707732569000 | 0 | None | None | Buildings | Sringeri Taluk Vidyaranyapur Gram Panchayat Government Pre-Graduation College Sringeri Construction of Boys Toilet. | 705971.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2553964 | 78428 | None | code01 | Earth work in surface excavation by mechanicalmeans for lowering & leveling the ground for allworks other than foundation in all kinds of soils &upto depth not exceeding 300mm as per drawingand technical specifications, including settingout, shoring, strutting, barricading, caution lights,removal of stumps and other deleterious matterincluding dressing of excavated surfaces, disposingoff or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of50 m and lift upto 1.5 m including Cost of labour,tools, usage of machinery & other appurtenancesrequired to complete the work | Cum | 72.8 | 72.8 | 9.6 | False | None | None | False | None | False | 698.88 | 0 | | 2553965 | 78428 | None | code02 | Earth work excavation for Foundation by manual means for all Buildings, Bridges, Retaining walls, Abutment Piers and such similar works as per drawing and technical Specifications, including setting out, providing 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& other appurtenances required to complete the work. | Cum | 222.88 | 222.88 | 19.3275 | False | None | None | False | None | False | 4307.7132 | 0 | | 2553966 | 78428 | 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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates | Cum | 5830.72 | 5830.72 | 1.689 | False | None | None | False | None | False | 9848.08608 | 0 | | 2553967 | 78428 | 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 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. (The cost of steel reinforcement & ormwork to be paid separatelyM20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates( | Cum | 6656.16 | 6656.16 | 10.55 | False | None | None | False | None | False | 70222.488 | 0 | | 2553968 | 78428 | None | code05 | Form work As per recomanded technical working group, rates for form work shall be added on percentage basis to the finished cancrete item. For lintels and Beams form works consider 60%. | Cum | 3993.7 | 3993.7 | 2.87 | False | None | None | False | None | False | 11461.919 | 0 | | 2553969 | 78428 | None | code06 | Form work As per recomanded technical working group, rates for form work shall be added on percentage basis to the finished concrete item. For Plinth beam of Building(Straight & Arched) form works consider 50%. | Cum | 3328.08 | 3328.08 | 5.162 | False | None | None | False | None | False | 17179.54896 | 0 | | 2553970 | 78428 | None | code07 | Form work As per recomanded technical working group, rates for form work shall be added on percentage basis to the finished concrete item. For Plinth beam of Building(Straight & Arched) form works consider 50%. | Cum | 3328.08 | 3328.08 | 2.172 | False | None | None | False | None | False | 7228.58976 | 0 | | 2553971 | 78428 | None | code08 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cut ting, bending, placing inposition, 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) | Kgs | 103.04 | 103.04 | 791.16 | False | None | None | False | None | False | 81521.1264 | 0 | | 2553972 | 78428 | None | code09 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6208.16 | 6208.16 | 8.085 | False | None | None | False | None | False | 50192.9736 | 0 | | 2553973 | 78428 | None | code10 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5994.24 | 5994.24 | 4.504 | False | None | None | False | None | False | 26998.05696 | 0 | | 2553974 | 78428 | None | code11 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 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. | Sqm | 7499.52 | 7499.52 | 16.4453 | False | None | None | False | None | False | 123331.856256 | 0 | | 2553975 | 78428 | None | code12 | 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( | Sqm | 348.32 | 348.32 | 81.68 | False | None | None | False | None | False | 28450.7776 | 0 | | 2553976 | 78428 | None | code13 | Providing 12 mm cement plaster with Cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement 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 perdirections of Engineer-in-charge. | Sqm | 306.88 | 306.88 | 149.0 | False | None | None | False | None | False | 45725.12 | 0 | | 2553977 | 78428 | None | code14 | 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(P.No. 75, I.No.11.5.1 Vol-2 of SR 2021-22). | Sqm | 4099.2 | 4099.2 | 6.72 | False | None | None | False | None | False | 27546.624 | 0 | | 2553978 | 78428 | None | code15 | PProviding & fixing of 2 track x 2 panel sliding windows made out of multi chambered UPVC Matching to RAL-9016 sections and with minimum TiO2 Titanium Dioxide at 6 PHR with TPE Thermo Plastic Elastomer and lead free, gaskets grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 4607.68 | 4607.68 | 1.62 | False | None | None | False | None | False | 7464.4416 | 0 | | 2553979 | 78428 | None | code16 | Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat 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 | Sqm | 92.96 | 92.96 | 89.55 | False | None | None | False | None | False | 8324.568 | 0 | | 2553980 | 78428 | None | code17 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/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. (P.No 45,I.No 8.29, Vol-2 of SR 2021-22). | Sqm | 232.96 | 232.96 | 70.5 | False | None | None | False | None | False | 16423.68 | 0 | | 2553981 | 78428 | None | code18 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete | Sqm | 464.8 | 464.8 | 22.04 | False | None | None | False | None | False | 10244.192 | 0 | | 2553982 | 78428 | None | code19 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of 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 pigments etc., complete. | Sqm | 865.76 | 865.76 | 22.04 | False | None | None | False | None | False | 19081.3504 | 0 | | 2553983 | 78428 | None | code20 | Providing skirting, dadooing, rises of steps with white 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. | Sqm | 1090.88 | 1090.88 | 53.55 | False | None | None | False | None | False | 58416.624 | 0 | | 2553984 | 78428 | None | code21 | Providing and fixing white vitreous china water closet squatting pan (Indian type) :Long pattern W.C. pan of size 580 mm | Each | 1291.36 | 1291.36 | 1.0 | False | None | None | False | None | False | 1291.36 | 0 | | 2553985 | 78428 | None | code22 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 2724.96 | 2724.96 | 8.0 | False | None | None | False | None | False | 21799.68 | 0 | | 2553986 | 78428 | None | code23 | Providing and fixing 600x450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 1087.52 | 1087.52 | 2.0 | False | None | None | False | None | False | 2175.04 | 0 | | 2553987 | 78428 | None | code24 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth (P.No. 70, I.No.10.8 Vol-2 of SR 2021-22). | Sqm | 1865.92 | 1865.92 | 3.24 | False | None | None | False | None | False | 6045.5808 | 0 | | 2553988 | 78428 | None | code25 | Supplying 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. for PVC pipes 32mm dia., 10 kg/sqcm & class 5.. | m | 90.32 | 90.32 | 50.0 | False | None | None | False | None | False | 4516.0 | 0 | | 2553989 | 78428 | None | code26 | Stop Cock | Each | 110.17 | 110.17 | 5.0 | False | None | None | False | None | False | 550.85 | 0 | | 2553990 | 78428 | None | code27 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both stinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasingthe pipes 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. for:Pipes of SN4, 110mm dia | m | 303.52 | 303.52 | 25.0 | False | None | None | False | None | False | 7588.0 | 0 | | 2553991 | 78428 | None | code28 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required Size 450x300x150 mm | Each | 3580.5 | 3580.5 | 2.0 | False | None | None | False | None | False | 7161.0 | 0 | | 2553992 | 78428 | None | code29 | Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. (BWSSB SR-2021-2022, P.No-187, I-8) | Nos | 4898.88 | 4898.88 | 3.0 | False | None | None | False | None | False | 14696.64 | 0 | | 2553993 | 78428 | None | code30 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fix tures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid with white vitreous china flushing cistern and C.P flush bend | Each | 4005.0 | 4005.0 | 1.0 | False | None | None | False | None | False | 4005.0 | 0 | | 2553994 | 78428 | None | code31 | Supplying and erection of R.C.C ring for well steinging of 0.30 M depth using 1:1.5:3 proportion concrete using clean graded granite or trap basalt jelly of approved quality 20 mm and down size, well compacting including centring form work and plastering for both faces with C.M 1:3 Proportion as per design 6.5mm M.S coil at rate of 10 kg/ring including cost of steel and fabrication bailing out water, errection etc. complete For 1.8 M dia (clear) rings of steining thickness 0.075 M up to 1.8 M depth. | Each | 1639.05 | 1639.05 | 7.0 | False | None | None | False | None | False | 11473.35 | 0 |
|