tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1709628084000 | 0 | None | None | Buildings | Construction of Anganwadi Center Building at Somanathahalli Village in Jewargi Taluka. Under KKRDB Micro (KLB231023367) for the year 2023-24 | 1436810.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2919069 | 96107 | None | PWD DSR 2023-24 IT.NO 19.3 | Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2547.3 | 2547.3 | 7.2 | False | None | None | False | None | False | 18340.56 | 0 | 2919070 | 96107 | None | PWD DSR 2023-24 IT.NO 19.4 | Demolishing R.B. 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. | Cum | 2282.7 | 2282.7 | 2.84 | False | None | None | False | None | False | 6482.868 | 0 | 2919071 | 96107 | None | Vol-I I No. 1.5.1 Page No. 6 | Earth work excavation by manual means for drains,canals, waste weir draft,
approach channels, key trench, foundation of Bridges and such similar works,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, excavated surface leveled and sides neatly
dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 54.29 | False | None | None | False | None | False | 17044.3455 | 0 | 2919072 | 96107 | None | Vol-II I No. 19.10.1 Page No. 188 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1051.05 | 1051.05 | 52.65 | False | None | None | False | None | False | 55337.7825 | 0 | 2919073 | 96107 | None | PWD DSR 2023-24 IT.NO 2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 6.45 | False | None | None | False | None | False | 38359.44 | 0 | 2919074 | 96107 | None | PWD DSR 2023-24 IT.NO 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 27.61 | False | None | None | False | None | False | 192207.015 | 0 | 2919075 | 96107 | None | Vol-I S R Sl no. 1(b) Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth All other types add 3 Percent | Cum | 208.84 | 208.84 | 5.83 | False | None | None | False | None | False | 1217.5372 | 0 | 2919076 | 96107 | None | Vol-I S R Sl no. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70 Percent | Cum | 4873.05 | 4873.05 | 3.74 | False | None | None | False | None | False | 18225.207 | 0 | 2919077 | 96107 | None | Vol-I S R Sl no. 2 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50 Percent | Cum | 3480.75 | 3480.75 | 3.3 | False | None | None | False | None | False | 11486.475 | 0 | 2919078 | 96107 | None | Vol-I S R No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60 Percent | Cum | 4176.9 | 4176.9 | 5.83 | False | None | None | False | None | False | 24351.327 | 0 | 2919079 | 96107 | None | Vol-I SR Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50 Percent | Cum | 3480.75 | 3480.75 | 8.64 | False | None | None | False | None | False | 30073.68 | 0 | 2919080 | 96107 | None | Vol-I S R Sl no. 19 Page No.112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections add 45 Percent | Cum | 3132.67 | 3132.67 | 0.27 | False | None | None | False | None | False | 845.8209 | 0 | 2919081 | 96107 | None | PWD DSR 2023-24 IT.NO 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.6 | 5891.6 | 8.47 | False | None | None | False | None | False | 49901.852 | 0 | 2919082 | 96107 | None | PWD DSR 2023-24 IT.NO 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.5 | 6708.5 | 14.38 | False | None | None | False | None | False | 96468.23 | 0 | 2919083 | 96107 | None | PWD DSR 2023-24 IT.NO 2.11 | 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. | t | 93929.9 | 93929.9 | 2.53 | False | None | None | False | None | False | 237642.647 | 0 | 2919084 | 96107 | None | PWD DSR 2023-24 IT.NO 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 45.9 | False | None | None | False | None | False | 22844.43 | 0 | 2919085 | 96107 | None | Vol-II I No. 6.8 Page No. 14 | 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 1:6 (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. | Cum | 8367.45 | 8367.45 | 21.96 | False | None | None | False | None | False | 183749.202 | 0 | 2919086 | 96107 | None | PWD DSR 2023-24 IT.NO 12.12 | Providing Mathi/Nandi wood 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. | Cum | 130412.1 | 130412.1 | 0.46 | False | None | None | False | None | False | 59989.566 | 0 | 2919087 | 96107 | None | PWD DSR 2021-22 IT.NO 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 | Kg | 176.4 | 176.4 | 143.64 | False | None | None | False | None | False | 25338.096 | 0 | 2919088 | 96107 | None | PWD DSR 2023-24 IT.NO 8.34.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 52.5 | 52.5 | 15.39 | False | None | None | False | None | False | 807.975 | 0 | 2919089 | 96107 | None | PWD DSR 2023-24 IT.NO 8.40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | 120.8 | 120.8 | 15.39 | False | None | None | False | None | False | 1859.112 | 0 | 2919090 | 96107 | None | PWD DSR 2023-24 IT.NO 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. | No | 1066.8 | 1066.8 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 | 2919091 | 96107 | None | PWD DSR 2023-24 IT.NO 12.52 | Fixing of window frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. | No | 811.7 | 811.7 | 4.0 | False | None | None | False | None | False | 3246.8 | 0 | 2919092 | 96107 | None | PWD DSR 2023-24 IT.NO 8.2.2 | 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-in-charge. | Sqm | 292.95 | 292.95 | 242.67 | False | None | None | False | None | False | 71090.1765 | 0 | 2919093 | 96107 | None | PWD DSR 2023-24 IT.NO 8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings 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 | 221.55 | 221.55 | 51.01 | False | None | None | False | None | False | 11301.2655 | 0 | 2919094 | 96107 | None | PWD DSR 2023-24 IT.NO 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 | Cum | 6527.85 | 6527.85 | 4.55 | False | None | None | False | None | False | 29701.7175 | 0 | 2919095 | 96107 | None | PWD DSR 2023-24 IT.NO 9.22.1 | Providing and laying Polished Glazed Vitrified tiles with thickness 10
mm in floor with different sizes with water absorption less than 0.08%
and conforming to IS:15622, of approved brand & manufacturer, in all
colours and shade, 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 (Payment for grouting of joints to
be made separately). Size of Tile 500x500 mm | Sqm | 1313.55 | 1313.55 | 53.96 | False | None | None | False | None | False | 70879.158 | 0 | 2919096 | 96107 | None | PWD DSR 2023-24 IT.NO 12.21 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 6029.1 | 6029.1 | 1.89 | False | None | None | False | None | False | 11394.999 | 0 | 2919097 | 96107 | None | PWD DSR 2023-24 IT.NO 12.32 | Providing and fixing in position Mathi / Nandi wood fully panelled shutters for windows with stiles and rails of 25mm. thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 6134.1 | 6134.1 | 5.76 | False | None | None | False | None | False | 35332.416 | 0 | 2919098 | 96107 | None | PWD DSR 2023-24 IT.NO 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 | 143.85 | 143.85 | 173.76 | False | None | None | False | None | False | 24995.376 | 0 | 2919099 | 96107 | None | PWD DSR 2023-24 IT.NO 8.28 | 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. | Sqm | 93.45 | 93.45 | 87.26 | False | None | None | False | None | False | 8154.447 | 0 | 2919100 | 96107 | None | PWD DSR 2023-24 IT.NO 8.34.1 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 55.65 | 55.65 | 17.21 | False | None | None | False | None | False | 957.7365 | 0 | 2919101 | 96107 | None | PWD DSR 2023-24 IT.NO 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 144.9 | 144.9 | 20.45 | False | None | None | False | None | False | 2963.205 | 0 | 2919102 | 96107 | None | Vol-II I No. 8.3.1 Page No. 41 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to
brick/stone 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 | Sqm | 371.7 | 371.7 | 24.0 | False | None | None | False | None | False | 8920.8 | 0 | 2919103 | 96107 | None | Vol-II I No. 9.38 Page No. 65 | 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 | 1461.6 | 1461.6 | 20.7 | False | None | None | False | None | False | 30255.12 | 0 | 2919104 | 96107 | None | Vol-II I No. 12.54 Page No. 104 | 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. | m | 333.9 | 333.9 | 11.4 | False | None | None | False | None | False | 3806.46 | 0 | 2919105 | 96107 | None | Vol-II I No. 12.55.2 Page No. 104 | 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 one side prelam | Sqm | 2142.0 | 2142.0 | 3.15 | False | None | None | False | None | False | 6747.3 | 0 | 2919106 | 96107 | None | Vol-II PWD DSR 2023-24 IT.NO 13.31.1 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as 15 mm nominal dia Pipes 20 mm nominal dia Pipes | m | 191.1 | 191.1 | 40.0 | False | None | None | False | None | False | 7644.0 | 0 | 2919107 | 96107 | None | Vol-II PWD DSR 2021-22 IT.NO 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Ltr | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | 2919108 | 96107 | None | Vol-II I No. 13.2.1 Page No. 117 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore | No | 300.3 | 300.3 | 4.0 | False | None | None | False | None | False | 1201.2 | 0 | 2919109 | 96107 | None | Vol-II I No. 14.1.1 Page No. 131 | Providing and fixing water closet squatting pan (Indian type W.C. pan )
with 100 mm sand cast Iron P or S trap, 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 fixtures
complete, including cutting and making good the walls and floors wherever
required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with
integral type foot rests
integral type foot rests | Each | 5128.2 | 5128.2 | 1.0 | False | None | None | False | None | False | 5128.2 | 0 |
| 1709628084000 | 0 | None | None | Buildings | SEPTIC TANK | 66707.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2919110 | 96108 | None | Vol-I PWD DSR 2023-24 IT.NO 1.5.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. | Cum | 313.95 | 313.95 | 9.79 | False | None | None | False | None | False | 3073.5705 | 0 | 2919111 | 96108 | None | Vol-I PWD DSR 2023-24 IT.NO 2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6123.6 | 6123.6 | 1.28 | False | None | None | False | None | False | 7838.208 | 0 | 2919112 | 96108 | None | Vol-I PWD DSR 2023-24 IT.NO 2.4.2 | 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 | Cum | 6962.55 | 6962.55 | 1.28 | False | None | None | False | None | False | 8912.064 | 0 | 2919113 | 96108 | None | Vol-I S R Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3481.27 | 3481.27 | 1.28 | False | None | None | False | None | False | 4456.0256 | 0 | 2919114 | 96108 | None | Vol-I I No. 2.11 (a) Page No. 18 | 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.Buildings | t | 93929.85 | 93929.85 | 0.1 | False | None | None | False | None | False | 9392.985 | 0 | 2919115 | 96108 | None | Vol-II I No. 6.7 Page No. 13 | 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. | Cum | 8621.55 | 8621.55 | 3.22 | False | None | None | False | None | False | 27761.391 | 0 | 2919116 | 96108 | None | Vol-II I No. 8.2.2 Page No. 41 | 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-in-charge. | Sqm | 292.95 | 292.95 | 18.0 | False | None | None | False | None | False | 5273.1 | 0 |
| 1709628084000 | 0 | None | None | Buildings | ELECTRICAL WORK | 63493.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2919117 | 96109 | None | Electrical DSR It.no 1.2.1 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia .mm thick confirming to IS 2509 with suitable size bends,
metal/PVC junction boxes, adhesive paste etc., and runningbefore concreting the slab. The conduit should be tied to thereinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered usingPVC end enclosures, run with 18SWG GI fish wire wherever necessary 25mm dia 2mm thick | Mtr | 66.0 | 66.0 | 200.0 | False | None | None | False | None | False | 13200.0 | 0 | 2919118 | 96109 | None | Electrical DSR It.no 1.3.2 | Supplying heavy gauge PVC Conduit Pipe ….dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick | Mtr | 79.0 | 79.0 | 100.0 | False | None | None | False | None | False | 7900.0 | 0 | 2919119 | 96109 | None | Electrical DSR It.no 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box 25mm deep junction box | Mtr | 49.0 | 49.0 | 2.0 | False | None | None | False | None | False | 98.0 | 0 | 2919120 | 96109 | None | Electrical DSR It.no 1.6.3 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, Finishing with necessary cement plastering complete 10"x7"x3" (254x178x76mm) | Each | 112.0 | 112.0 | 5.0 | False | None | None | False | None | False | 560.0 | 0 | 2919121 | 96109 | None | Electrical DSR It.no 1.12 | Supplying And Fixing Metal Fan Box with Round Hook. | No | 160.0 | 160.0 | 3.0 | False | None | None | False | None | False | 480.0 | 0 | 2919122 | 96109 | None | Electrical DSR It.no 2.1.1 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch | Point | 285.0 | 285.0 | 10.0 | False | None | None | False | None | False | 2850.0 | 0 | 2919123 | 96109 | None | Electrical DSR It.no 2.5.2 | Supplying and drawing Flexible Multicore Cable
manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitabl 3C X 1.5Sq.mm | Mtr | 72.0 | 72.0 | 100.0 | False | None | None | False | None | False | 7200.0 | 0 | 2919124 | 96109 | None | Electrical DSR It.no 2.5.3 | Supplying and drawing Flexible Multicore Cable
manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation sheathed suitabl 4C X 1.5Sq.mm | Mtr | 94.0 | 94.0 | 100.0 | False | None | None | False | None | False | 9400.0 | 0 | 2919125 | 96109 | None | Electrical DSR It.no 3.1.1 | Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 6Amps 2 Way | Each | 128.0 | 128.0 | 4.0 | False | None | None | False | None | False | 512.0 | 0 | 2919126 | 96109 | None | Electrical DSR It.no 3.14.2 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board.6Amps 2way Switch | No | 70.0 | 70.0 | 4.0 | False | None | None | False | None | False | 280.0 | 0 | 2919127 | 96109 | None | Electrical DSR It.no 3.5.1 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.1 to 3 Module | Each | 137.0 | 137.0 | 30.0 | False | None | None | False | None | False | 4110.0 | 0 | 2919128 | 96109 | None | Electrical DSR It.no 3.5.3 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.6 Module | Each | 175.0 | 175.0 | 20.0 | False | None | None | False | None | False | 3500.0 | 0 | 2919129 | 96109 | None | Electrical DSR It.no 3.8 | Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N.F. screws. | Sq CM | 0.41 | 0.41 | 2000.0 | False | None | None | False | None | False | 820.0 | 0 | 2919130 | 96109 | None | Electrical DSR It.no 6.3.2 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. | Each | 3031.0 | 3031.0 | 3.0 | False | None | None | False | None | False | 9093.0 | 0 | 2919131 | 96109 | None | Electrical DSR It.no 13.7.1 | Fixing all types and all capacities of fluorescent / false ceiling/ spot light / CFL / LED fittings indoor on the wall / ceiling /rafters / girders using 23/0.0076” twin twisted PVC insulatedwires, required Nos of round blocks and clamps. | Each | 122.0 | 122.0 | 8.0 | False | None | None | False | None | False | 976.0 | 0 | 2919132 | 96109 | None | Electrical DSR It.no 13.11 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated
twin twisted copper wire and wiring. | Each | 315.0 | 315.0 | 3.0 | False | None | None | False | None | False | 945.0 | 0 | 2919133 | 96109 | None | 5.18.1 | Supplying & fixing miniature circuit breakers on existing MCB
distribution boards using necessary fixing materials and 'C' Type
curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC
60898. 6-32 A SP | Each | 415.0 | 415.0 | 2.0 | False | None | None | False | None | False | 830.0 | 0 | 2919134 | 96109 | None | 5.18.4 | Supplying & fixing miniature circuit breakers on existing MCB
distribution boards using necessary fixing materials and 'C' Type
curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC
60898. 6-32 A DP | Mtr | 739.0 | 739.0 | 1.0 | False | None | None | False | None | False | 739.0 | 0 |
|
|
---|