| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1723111881000 | 0 | None | None | Roads | Construction of Road, Drain and Toilet in TMC MUGALKHOD limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project | 19881484.31 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3724970 | 138150 | None | code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of toporganic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer.(A)In area of light jungle.PWD Common DSR 2023-2024 Vol.3(P.NO.07,I.No.2.5) | Sqm | 412.65 | 412.65 | 121.47 | False | None | None | False | None | False | 50124.5955 | 0 | | 3724971 | 138150 | 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.-In all kinds of soils upto 300 mm depth) | Cum | 99.75 | 99.75 | 56.25 | False | None | None | False | None | False | 5610.9375 | 0 | | 3724972 | 138150 | None | code03 | 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 | 240.45 | 240.45 | 1565.25 | False | None | None | False | None | False | 376364.3625 | 0 | | 3724973 | 138150 | None | code04 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.PWD Common DSR 2023-2024 Vol.3(P.NO.17,I.No.3.7) | Cum | 110.25 | 110.25 | 1443.0 | False | None | None | False | None | False | 159090.75 | 0 | | 3724974 | 138150 | None | code05 | 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 | 93.75 | False | None | None | False | None | False | 46659.375 | 0 | | 3724975 | 138150 | None | code06 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site,spreading,grading to required slope and compacted to meet requirement of table No. 300-2.PWD Common DSR 2023-2024 Vol.3(P.NO.17,I.No.3.6) | Cum | 517.65 | 517.65 | 2356.35 | False | None | None | False | None | False | 1219764.5775 | 0 | | 3724976 | 138150 | None | code07 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desireddensity,complete as per clause 401.v) For Grading -V Material.PWD Common DSR 2023-2024 Vol.3(P.NO.19,I.No.4.1) | Cum | 2611.35 | 2611.35 | 191.25 | False | None | None | False | None | False | 499420.6875 | 0 | | 3724977 | 138150 | None | code08 | 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 Common DSR 2023-2024 Vol.3(P.NO.26,I.No.4.17) | Cum | 2686.95 | 2686.95 | 1448.25 | False | None | None | False | None | False | 3891375.3375 | 0 | | 3724978 | 138150 | None | code09 | Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.PWD Common DSR 2023-2024 Vol.3(P.NO.31,I.No.5.1) | Sqm | 43.05 | 43.05 | 10440.0 | False | None | None | False | None | False | 449442.0 | 0 | | 3724979 | 138150 | None | code10 | Providing and applying tack coat with VG-10 Bitumen usingpressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.PWD Common DSR 2023-2024 Vol.3(P.NO.43,I.No.5.32) | Sqm | 12.6 | 12.6 | 10440.0 | False | None | None | False | None | False | 131544.0 | 0 | | 3724980 | 138150 | None | code11 | Bituminous Macadam Grading - II for traffic 20 MSA,Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.PWD Common DSR 2023-2024 Vol.3(P.NO.35,I.No.5.12.C) | Cum | 9921.45 | 9921.45 | 522.0 | False | None | None | False | None | False | 5178996.9 | 0 | | 3724981 | 138150 | None | code12 | Semi Dense Bituminous Concrete:Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.IRC-37,2018.PWD Common DSR 2023-2024 Vol.3(P.NO.43,I.No.5.31) | Cum | 10659.6 | 10659.6 | 261.01 | False | None | None | False | None | False | 2782262.196 | 0 | | 3724982 | 138150 | None | code13 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.PWD Common DSR 2023-2024 Vol.3(P.NO.67,I.No.8.15) | Sqm | 556.5 | 556.5 | 696.0 | False | None | None | False | None | False | 387324.0 | 0 | | 3724983 | 138150 | None | code14 | Providing and laying 80 mm thick factory made precast M-30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS15658 for Commercial Traffic Axle load repetitions upto 10 MSA & for Residential Streets of approved shape and colour,laid in required pattern and including over 40 mm thick compacted bedof coarse sand, filling the joints with fine sand etc.all complete asper the direction of Engineer-in-charge. (WMM/WBM Base to bepaid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 1214.0 | False | None | None | False | None | False | 1479926.7 | 0 | | 3724984 | 138150 | None | code15 | Providing and laying in position 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, Usagecharges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. | Cum | 6527.85 | 6527.85 | 6.03 | False | None | None | False | None | False | 39362.9355 | 0 | | 3724985 | 138150 | None | code16 | Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6.750 mm dia | Mtr | 3501.75 | 3501.75 | 20.0 | False | None | None | False | None | False | 70035.0 | 0 | | 3724986 | 138150 | None | code17 | Pavement Quality Concrete using paver - M40 Grade
Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | Sqm | 9514.05 | 9514.05 | 148.05 | False | None | None | False | None | False | 1408555.1025 | 0 | | 3724987 | 138150 | None | code18 | Excavation Mechanical Means
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 | Cum | 107.1 | 107.1 | 347.4 | False | None | None | False | None | False | 37206.54 | 0 | | 3724988 | 138150 | None | code19 | Levelling Course - M10
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 & formwor shall be paid separately)
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 37.5 | False | None | None | False | None | False | 244794.375 | 0 | | 3724989 | 138150 | None | code20 | TMT for All Structures
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 | Kg | 82961.55 | 82961.55 | 6.433 | False | None | None | False | None | False | 533691.65115 | 0 | | 3724990 | 138150 | None | code21 | Concrete for Sub Structure Works
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
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 71.25 | False | None | None | False | None | False | 473039.4375 | 0 | | 3724991 | 138150 | None | code22 | Concrete for Super Structure Works
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 | Cum | 7185.15 | 7185.15 | 9.51 | False | None | None | False | None | False | 68330.7765 | 0 | | 3724992 | 138150 | None | code23 | Concrete for Super Structure Works
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 | 19.13 | False | None | None | False | None | False | 133173.495 | 0 | | 3724993 | 138150 | None | code24 | Form work as per Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding | Percentage | 2514.8 | 2514.8 | 48.0 | False | None | None | False | None | False | 120710.4 | 0 | | 3724994 | 138150 | None | code25 | Form work as per Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding | Percentage | 2436.52 | 2436.52 | 23.25 | False | None | None | False | None | False | 56649.09 | 0 | | 3724995 | 138150 | None | code26 | Form work as per Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding | Percentage | 1327.83 | 1327.83 | 28.64 | False | None | None | False | None | False | 38029.0512 | 0 |
| | 1723111881000 | 0 | None | None | Roads | Construction of Toilet | 423179.55 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3724996 | 138151 | None | code01 | 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 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 14.4 | False | None | None | False | None | False | 1542.24 | 0 | | 3724997 | 138151 | None | code02 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.
Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.954 | False | None | None | False | None | False | 5673.6288 | 0 | | 3724998 | 138151 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 2.528 | False | None | None | False | None | False | 16958.9616 | 0 | | 3724999 | 138151 | None | code04 | Providing and laying in position 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.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 6.816 | False | None | None | False | None | False | 44994.8016 | 0 | | 3725000 | 138151 | None | code05 | Providing Thermo-Mechanically Treated bars of grade Fe-500 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, 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)(Comman SR-21-22)VOL-2,I no-11.32 PAGE NO-84 | Kg | 93929.85 | 93929.85 | 0.511 | False | None | None | False | None | False | 47998.15335 | 0 | | 3725001 | 138151 | None | code06 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate - For Walls 10% | Percentage | 660.13 | 660.13 | 4.958 | False | None | None | False | None | False | 3272.92454 | 0 | | 3725002 | 138151 | None | code07 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Beams & Lintels of Buildings Form Works Consider 50% | Percentage | 3300.67 | 3300.67 | 0.668 | False | None | None | False | None | False | 2204.84756 | 0 | | 3725003 | 138151 | None | code08 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Roof Slab of Buildings Form Works Consider 50% | Percentage | 3300.67 | 3300.67 | 2.044 | False | None | None | False | None | False | 6746.56948 | 0 | | 3725004 | 138151 | None | code09 | 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. | Cum | 279.3 | 279.3 | 5.8138 | False | None | None | False | None | False | 1623.79434 | 0 | | 3725005 | 138151 | None | code10 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth 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 | 9317.7 | 9317.7 | 8.7351 | False | None | None | False | None | False | 81391.04127 | 0 | | 3725006 | 138151 | None | code11 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) 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 per directions of Engineer-in-charge | Sqm | 389.55 | 389.55 | 91.858 | False | None | None | False | None | False | 35783.2839 | 0 | | 3725007 | 138151 | None | code12 | Providing and fixing M.S. grills of required pattern in frames of win- dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. | Kg | 192.15 | 192.15 | 40.5 | False | None | None | False | None | False | 7782.075 | 0 | | 3725008 | 138151 | None | code13 | Providing Mathi/Nandi wood frames of doors, windows, clerestorywindows, 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 | 0.075 | False | None | None | False | None | False | 9780.9075 | 0 | | 3725009 | 138151 | None | code14 | 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. one side prelam | Sqm | 2142.0 | 2142.0 | 2.7 | False | None | None | False | None | False | 5783.4 | 0 | | 3725010 | 138151 | None | code15 | Providing and fixing rectangular high density polyethylene water storage
loft tank with cover, conforming to ISI : 12701, colour of opaque white or
as approved by Engineer-in-charge. The rate includes making necessary
holes for inlet, outlet & over flow pipes. The base support i/c fittings &
fixtures for tank shall be paid separately | Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | | 3725011 | 138151 | None | code16 | Supply, Errection commissioning of ………... Dia 4 Kgf/cm2 PVC Pipe For Night Soil and Urinal Connections to Septic Tank including all Accessories. | Mtr | 182.7 | 182.7 | 75.0 | False | None | None | False | None | False | 13702.5 | 0 | | 3725012 | 138151 | None | code17 | 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. complete For PVC pipes 25mm dia, 10 kg/sqcm & class 5 | Mtr | 50.4 | 50.4 | 250.0 | False | None | None | False | None | False | 12600.0 | 0 | | 3725013 | 138151 | None | code18 | Providing and fixing PTMT bib cock of approved quality and colour.20 mm nominal bore, 89 mm long, weighing not less than 88 g | No | 151.2 | 151.2 | 3.0 | False | None | None | False | None | False | 453.6 | 0 | | 3725014 | 138151 | None | code19 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 32 mm nominal bore | No | 627.9 | 627.9 | 6.0 | False | None | None | False | None | False | 3767.4 | 0 | | 3725015 | 138151 | None | code20 | Providing & fixing White vitreous china water closet squatting pan (Indian
type) along with "S" or "P" trap including dismantling of old WC seat and
"S" or "P" trap at site complete with all operations including all necessary
materials, labour and disposal of dismantled material i/c malba, all
complete as per the direction of Engineer-in charge. Long pattern W.C Pan of size 580x440 mm | Each | 2930.55 | 2930.55 | 3.0 | False | None | None | False | None | False | 8791.65 | 0 | | 3725016 | 138151 | None | code21 | Providing and laying Vitrified tiles with thickness 9-10 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 Size of Tile 600x600 mm | Sqm | 1299.9 | 1299.9 | 9.76 | False | None | None | False | None | False | 12687.024 | 0 | | 3725017 | 138151 | None | code22 | Providing and fixing 1st quality ceramic glazed wall 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/m2, including pointing in white
cement mixed with pigment of matching shade complete. | Sqm | 1161.3 | 1161.3 | 39.312 | False | None | None | False | None | False | 45653.0256 | 0 | | 3725018 | 138151 | None | code23 | Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :One coat with paint of approved quality 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 | 207.9 | 207.9 | 91.858 | False | None | None | False | None | False | 19097.2782 | 0 | | 3725019 | 138151 | None | code24 | Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper with low resistance conductor confirming to13:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100 V as per IS-694:2010. | Mtr | 75.6 | 75.6 | 20.0 | False | None | None | False | None | False | 1512.0 | 0 | | 3725020 | 138151 | None | code25 | 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. | Each | 159.6 | 159.6 | 2.0 | False | None | None | False | None | False | 319.2 | 0 | | 3725021 | 138151 | None | code26 | Supplying and fixing 32A security and energy saving DP switch with key tag suitable to operate on 230 V, 50Hz AC supply & completely wired on existing box. | Each | 784.35 | 784.35 | 1.0 | False | None | None | False | None | False | 784.35 | 0 | | 3725022 | 138151 | None | code27 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. | Nos | 131.25 | 131.25 | 4.0 | False | None | None | False | None | False | 525.0 | 0 | | 3725023 | 138151 | None | code28 | 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. | Each | 549.15 | 549.15 | 2.0 | False | None | None | False | None | False | 1098.3 | 0 | | 3725024 | 138151 | None | code29 | Point wiring using copper wire with switch.: Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without 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 Two outlet in a row, above 3m upto 6m from tapping point to out let via switches. | Point | 704.55 | 704.55 | 14.0 | False | None | None | False | None | False | 9863.7 | 0 | | 3725025 | 138151 | None | code30 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:confirming to latest amendments.4 mm2 | Mtr | 61.95 | 61.95 | 12.0 | False | None | None | False | None | False | 743.4 | 0 | | 3725026 | 138151 | None | code31 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. a) 6 Amps SP Switch | Nos | 45.15 | 45.15 | 2.0 | False | None | None | False | None | False | 90.3 | 0 | | 3725027 | 138151 | None | code32 | b) 6 Amps 3 Way 5 Pin Socket | Nos | 68.25 | 68.25 | 2.0 | False | None | None | False | None | False | 136.5 | 0 | | 3725028 | 138151 | None | code33 | c) 6 Amps Bakelite Ceiling Rose | Nos | 66.15 | 66.15 | 2.0 | False | None | None | False | None | False | 132.3 | 0 | | 3725029 | 138151 | None | code34 | d) 6 Amps Lamps Holder | Nos | 66.15 | 66.15 | 2.0 | False | None | None | False | None | False | 132.3 | 0 | | 3725030 | 138151 | None | code35 | Supplying & fixing of Surface mounting type retrofit type LED tube W comprising of LED linear source with CCT 6500 degree K, CRI 70%. efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition 1)18W-20W (T8). | Nos | 653.1 | 653.1 | 1.0 | False | None | None | False | None | False | 653.1 | 0 |
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