tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1707910355000 | 0 | None | None | Buildings | GROUND FLOOR | 9171775.17 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590013 | 80540 | None | DSR 2023-24 Vol-3 Item No. 2.5(a) Pg.No 7 | 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 top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle | 100 Sqm | 412.65 | 412.65 | 2.76 | False | None | None | False | None | False | 1138.914 | 0 | 2590014 | 80540 | None | DSR 2023-24 Vol-1 Item No.1.12 APg.No 8 | 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 | 138.03 | False | None | None | False | None | False | 13768.4925 | 0 | 2590015 | 80540 | None | CSR 2023-24 Vol-1 It No.1.14.1 Page No. 8 | 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, usageof machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 525.24 | False | None | None | False | None | False | 56253.204 | 0 | 2590016 | 80540 | None | CSR 2023-24 Vol-1 It No.2.1.2 Page No. 15 | Providing and laying in position Cement Concrete Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates 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. | Cum | 5947.2 | 5947.2 | 76.75 | False | None | None | False | None | False | 456447.6 | 0 | 2590017 | 80540 | None | CSR 2023-24 Vol-2 It No.5.1.1 Page No. 9 | 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 | 5891.55 | 5891.55 | 113.13 | False | None | None | False | None | False | 666511.0515 | 0 | 2590018 | 80540 | None | CSR 2023-24 Vol-2 It No.5.4 Page No. 9 | 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 | 64.44 | False | None | None | False | None | False | 432292.518 | 0 | 2590019 | 80540 | None | DSR 2023-24 Vol-1 Item No.2.2.3 Pg.No 15 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap /basalt crushed graded coarseaggregates 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 & formwork to be paid separately). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 100.66 | False | None | None | False | None | False | 669670.848 | 0 | 2590020 | 80540 | None | Vol-I S R Sl No. 1 a Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth a Isolated add 8% | Cum | 532.22 | 532.22 | 100.66 | False | None | None | False | None | False | 53573.2652 | 0 | 2590021 | 80540 | None | CSR 2023-24 Vol-I It No.1.9 Page No. 7 | 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 | 340.97 | False | None | None | False | None | False | 95232.921 | 0 | 2590022 | 80540 | None | CSR 2023-24 Vol-I It No2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 24.23 | False | None | None | False | None | False | 161197.344 | 0 | 2590023 | 80540 | 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 | 4656.96 | 4656.96 | 24.23 | False | None | None | False | None | False | 112838.1408 | 0 | 2590024 | 80540 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 19.49 | False | None | None | False | None | False | 129663.072 | 0 | 2590025 | 80540 | None | Vol-I S R Sl No. 2 Pager No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50 Percent | Cum | 3326.4 | 3326.4 | 19.49 | False | None | None | False | None | False | 64831.536 | 0 | 2590026 | 80540 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 30.73 | False | None | None | False | None | False | 204440.544 | 0 | 2590027 | 80540 | None | Vol-I S R Sl No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding RCC Beams, Lintels & Troughs of Aqueducts add 60 Percent | Cum | 3991.68 | 3991.68 | 30.73 | False | None | None | False | None | False | 122664.3264 | 0 | 2590028 | 80540 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 44.98 | False | None | None | False | None | False | 299242.944 | 0 | 2590029 | 80540 | 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 Percent | Cum | 3326.4 | 3326.4 | 35.76 | False | None | None | False | None | False | 118952.064 | 0 | 2590030 | 80540 | None | CSR 2023-24 Vol-1 It No.2.11a Page No.18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for Building 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 | 93929.85 | 93929.85 | 20.05 | False | None | None | False | None | False | 1883293.4925 | 0 | 2590031 | 80540 | None | CSR 2023-24 Vol-2 It 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 | 101.6 | False | None | None | False | None | False | 875949.48 | 0 | 2590032 | 80540 | None | Vol-I I No. 2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 0.74 | False | None | None | False | None | False | 4923.072 | 0 | 2590033 | 80540 | 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 | 2993.76 | 2993.76 | 0.74 | False | None | None | False | None | False | 2215.3824 | 0 | 2590034 | 80540 | None | Vol-II I No. 6.12 Pege No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks
of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1
cement : 3 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 | 1053.15 | 1053.15 | 48.78 | False | None | None | False | None | False | 51372.657 | 0 | 2590035 | 80540 | None | Vol-II I No. 8.10 Page No. 43 | 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 | 202.72 | False | None | None | False | None | False | 44912.616 | 0 | 2590036 | 80540 | None | Vol-II I No. 8.1.1 Page No. 41 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:
4 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 | 267.75 | 267.75 | 857.56 | False | None | None | False | None | False | 229611.69 | 0 | 2590037 | 80540 | None | Vol-II I No. 8.7 Page No. 42 | 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 | 384.3 | 384.3 | 266.11 | False | None | None | False | None | False | 102266.073 | 0 | 2590038 | 80540 | None | Vol-I I No. 8.51 Page No. 50 | Providing and applying white cement based putty of average thickness
1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge. | Sqm | 105.0 | 105.0 | 1060.28 | False | None | None | False | None | False | 111329.4 | 0 | 2590039 | 80540 | None | Vol-II I No. 8.27 Page No. 45 | Applying one coat of water thinnable cement primer of approved brand
and manufacture on wall surface :Water thinnable cement primer 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 | 55.65 | 55.65 | 1060.28 | False | None | None | False | None | False | 59004.582 | 0 | 2590040 | 80540 | None | Vol-II I No. 8.39 Page No. 48 | Wall painting with acrylic emulsion 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 | 133.35 | 133.35 | 1060.28 | False | None | None | False | None | False | 141388.338 | 0 | 2590041 | 80540 | None | Vol-II I No. 8.29 Page No. 45 | 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 | Sqm | 297.15 | 297.15 | 266.11 | False | None | None | False | None | False | 79074.5865 | 0 | 2590042 | 80540 | None | Vol-II I No. 9.31 Page No. 64 | Providing and laying Polished Sadarahalli Grey Granite stone flooring in
required design and patterns, in linear as well as curvilinear portions of
the building all complete as per the architectural drawings with 20 mm
thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1
cement : 4 coarse sand) laid and jointed with cement slurry and pointing
with white cement slurry admixed with pigment of matching shade
including rubbing , curing and polishing etc. all complete as specified and
as directed by the Engineer-in-Charge. | Sqm | 2189.25 | 2189.25 | 199.77 | False | None | None | False | None | False | 437346.4725 | 0 | 2590043 | 80540 | None | Vol-II I No. 9.39 Page No. 65 | 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. | Sqm | 1521.45 | 1521.45 | 80.54 | False | None | None | False | None | False | 122537.583 | 0 | 2590044 | 80540 | None | Vol-II I No. 9.11 Page No. 60 | 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 | 933.45 | 933.45 | 82.07 | False | None | None | False | None | False | 76608.2415 | 0 | 2590045 | 80540 | None | Vol-II I No. 12.90 Page No. 110 | Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement
of 1mm thickness and Sash with overall size of 39mm x 75mm with GI
reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded
Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows
shall be provided with 6mm plain float glass, standard hardware& Multi
point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The
cost is inclusive of all fixtures and separate charges for minor T&P's shall
not be made) | Sqm | 7070.7 | 7070.7 | 28.08 | False | None | None | False | None | False | 198545.256 | 0 | 2590046 | 80540 | None | Vol-II I No. 12.57.2 Page No. 105 | 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 alround 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. 30 mm thick one side teak and one side commercial | Sqm | 3667.65 | 3667.65 | 21.84 | False | None | None | False | None | False | 80101.476 | 0 | 2590047 | 80540 | None | Vol-II I No. 12.51 Page No. 104 | 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 | 15.0 | False | None | None | False | None | False | 16002.0 | 0 | 2590048 | 80540 | None | Vol-II I No. 12.13.1 Page No. 100 | Providing 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. | Cum | 103755.75 | 103755.75 | 0.95 | False | None | None | False | None | False | 98567.9625 | 0 | 2590049 | 80540 | None | Vol-II I No. 11.6.3 Page No. 78 | Supplying and fixing rolling shutters of approved make, made of required
size M.S. laths, interlocked together through their entire length and
jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete,
including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength
conforming to IS: 4454 - part 1 and M.S. top cover of required thickness
for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2388.75 | 2388.75 | 16.0 | False | None | None | False | None | False | 38220.0 | 0 | 2590050 | 80540 | None | Vol-II I No. 11.28 Page No. 85 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow
tubes, channels, plates etc., including welding, grinding, buffing, polishing
and making curvature (wherever required) and fitting the same with
necessary stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash fasteners, stainless
steel bolts etc., of required size, on the top of the floor or the side of waist
slab with suitable arrangement as per approval of Engineer-in- charge,
(for payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Kg | 593.25 | 593.25 | 180.0 | False | None | None | False | None | False | 106785.0 | 0 | 2590051 | 80540 | None | Vol-II S R Sl no. 31 Page No. A-12 | Aluminium round shape handle (anodised AC 15) outer dia 100 mm | No | 63.0 | 63.0 | 30.0 | False | None | None | False | None | False | 1890.0 | 0 | 2590052 | 80540 | None | Vol-II S R Sl No. 444 Page No. A-25 | Hold fasts | No | 52.5 | 52.5 | 30.0 | False | None | None | False | None | False | 1575.0 | 0 | 2590053 | 80540 | None | Vol-II I No. 11.34 B Page No. 86 | 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 openings /wooden frames
with rawl plugs screws etc. | Kg | 192.15 | 192.15 | 701.73 | False | None | None | False | None | False | 134837.4195 | 0 | 2590054 | 80540 | None | Vol-II S R Sl no. 134 Page No. A-15 | Brass tower bolt (barrel type) 250x10 mm | No | 336.0 | 336.0 | 30.0 | False | None | None | False | None | False | 10080.0 | 0 | 2590055 | 80540 | None | Vol-II S R Sl No. 443 Page no. A-25 | hinges | No | 39.9 | 39.9 | 30.0 | False | None | None | False | None | False | 1197.0 | 0 | 2590056 | 80540 | None | Vol-II I No. 22.15.3 Page No. 218 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mm | No | 315.0 | 315.0 | 30.0 | False | None | None | False | None | False | 9450.0 | 0 | 2590057 | 80540 | None | Vol-II I No. 10.1.1 Page No. 69 | Providing and fixing 18 mm thick gang saw cut granite of any color and
shade, mirror polished, premoulded and prepolished, machine cut for
kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm
thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated
with white cement, mixed with matching pigment, epoxy touch up,
including rubbing, curing, moulding and polishing to edges to give high
gloss finish etc. complete at all levels.Area of the slab upto 0.50 m2 | Sqm | 4206.3 | 4206.3 | 141.21 | False | None | None | False | None | False | 593971.623 | 0 |
| 1707910355000 | 0 | None | None | Buildings | FIRST FLOOR | 5443205.52 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2590058 | 80541 | None | CSR 2023-24 Vol-I It No2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6719.33 | 6719.33 | 14.86 | False | None | None | False | None | False | 99849.2438 | 0 | 2590059 | 80541 | 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 | 4703.53 | 4703.53 | 14.86 | False | None | None | False | None | False | 69894.4558 | 0 | 2590060 | 80541 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6719.33 | 6719.33 | 24.6 | False | None | None | False | None | False | 165295.518 | 0 | 2590061 | 80541 | None | Vol-I S R Sl No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding RCC Beams, Lintels & Troughs of Aqueducts add 60 Percent | Cum | 4031.6 | 4031.6 | 24.6 | False | None | None | False | None | False | 99177.36 | 0 | 2590062 | 80541 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6719.33 | 6719.33 | 44.98 | False | None | None | False | None | False | 302235.4634 | 0 | 2590063 | 80541 | 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 Percent | Cum | 3359.66 | 3359.66 | 44.98 | False | None | None | False | None | False | 151117.5068 | 0 | 2590064 | 80541 | None | CSR 2023-24 Vol-1 It No.2.11a Page No.18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for Building 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 | 94869.15 | 94869.15 | 11.19 | False | None | None | False | None | False | 1061585.7885 | 0 | 2590065 | 80541 | None | CSR 2023-24 Vol-2 It 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 | 8707.76 | 8707.76 | 99.59 | False | None | None | False | None | False | 867205.8184 | 0 | 2590066 | 80541 | None | Vol-I I No. 2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6719.33 | 6719.33 | 0.74 | False | None | None | False | None | False | 4972.3042 | 0 | 2590067 | 80541 | 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 | 3023.7 | 3023.7 | 0.99 | False | None | None | False | None | False | 2993.463 | 0 | 2590068 | 80541 | None | Vol-II I No. 6.12 Pege No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks
of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1
cement : 3 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 | 1063.68 | 1063.68 | 48.78 | False | None | None | False | None | False | 51886.3104 | 0 | 2590069 | 80541 | None | Vol-II I No. 8.10 Page No. 43 | 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 | 223.76 | 223.76 | 203.93 | False | None | None | False | None | False | 45631.3768 | 0 | 2590070 | 80541 | None | Vol-II I No. 8.1.1 Page No. 41 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:
4 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 | 270.43 | 270.43 | 867.77 | False | None | None | False | None | False | 234671.0411 | 0 | 2590071 | 80541 | None | Vol-II I No. 8.7 Page No. 42 | 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 | 388.14 | 388.14 | 249.27 | False | None | None | False | None | False | 96751.6578 | 0 | 2590072 | 80541 | None | Vol-I I No. 8.51 Page No. 50 | Providing and applying white cement based putty of average thickness
1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge. | Sqm | 106.05 | 106.05 | 1071.7 | False | None | None | False | None | False | 113653.785 | 0 | 2590073 | 80541 | None | Vol-II I No. 8.27 Page No. 45 | Applying one coat of water thinnable cement primer of approved brand
and manufacture on wall surface :Water thinnable cement primer 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 | 56.21 | 56.21 | 1071.7 | False | None | None | False | None | False | 60240.257 | 0 | 2590074 | 80541 | None | Vol-II I No. 8.39 Page No. 48 | Wall painting with acrylic emulsion 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 | 134.68 | 134.68 | 1071.7 | False | None | None | False | None | False | 144336.556 | 0 | 2590075 | 80541 | None | Vol-II I No. 8.29 Page No. 45 | 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 | Sqm | 300.12 | 300.12 | 249.27 | False | None | None | False | None | False | 74810.9124 | 0 | 2590076 | 80541 | None | Vol-II I No. 9.31 Page No. 64 | Providing and laying Polished Sadarahalli Grey Granite stone flooring in
required design and patterns, in linear as well as curvilinear portions of
the building all complete as per the architectural drawings with 20 mm
thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1
cement : 4 coarse sand) laid and jointed with cement slurry and pointing
with white cement slurry admixed with pigment of matching shade
including rubbing , curing and polishing etc. all complete as specified and
as directed by the Engineer-in-Charge. | Sqm | 2211.14 | 2211.14 | 213.09 | False | None | None | False | None | False | 471171.8226 | 0 | 2590077 | 80541 | None | Vol-II I No. 9.39 Page No. 65 | 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. | Sqm | 1536.66 | 1536.66 | 79.06 | False | None | None | False | None | False | 121488.3396 | 0 | 2590078 | 80541 | None | Vol-II I No. 12.90 Page No. 110 | Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement
of 1mm thickness and Sash with overall size of 39mm x 75mm with GI
reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded
Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows
shall be provided with 6mm plain float glass, standard hardware& Multi
point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The
cost is inclusive of all fixtures and separate charges for minor T&P's shall
not be made) | Sqm | 7141.41 | 7141.41 | 27.9 | False | None | None | False | None | False | 199245.339 | 0 | 2590079 | 80541 | None | Vol-II I No. 12.57.2 Page No. 105 | 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 alround 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. 30 mm thick one side teak and one side commercial | Sqm | 3704.33 | 3704.33 | 31.05 | False | None | None | False | None | False | 115019.4465 | 0 | 2590080 | 80541 | None | Vol-II I No. 12.51 Page No. 104 | 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 | 1077.47 | 1077.47 | 15.0 | False | None | None | False | None | False | 16162.05 | 0 | 2590081 | 80541 | None | Vol-II I No. 12.13.1 Page No. 100 | Providing 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. | Cum | 104793.31 | 104793.31 | 0.95 | False | None | None | False | None | False | 99553.6445 | 0 | 2590082 | 80541 | None | Vol-II I No. 11.6.3 Page No. 78 | Supplying and fixing rolling shutters of approved make, made of required
size M.S. laths, interlocked together through their entire length and
jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete,
including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength
conforming to IS: 4454 - part 1 and M.S. top cover of required thickness
for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2412.64 | 2412.64 | 16.0 | False | None | None | False | None | False | 38602.24 | 0 | 2590083 | 80541 | None | Vol-II I No. 11.28 Page No. 85 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow
tubes, channels, plates etc., including welding, grinding, buffing, polishing
and making curvature (wherever required) and fitting the same with
necessary stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash fasteners, stainless
steel bolts etc., of required size, on the top of the floor or the side of waist
slab with suitable arrangement as per approval of Engineer-in- charge,
(for payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Kg | 599.18 | 599.18 | 180.0 | False | None | None | False | None | False | 107852.4 | 0 | 2590084 | 80541 | None | Vol-II S R Sl no. 31 Page No. A-12 | Aluminium round shape handle (anodised AC 15) outer dia 100 mm | No | 63.63 | 63.63 | 30.0 | False | None | None | False | None | False | 1908.9 | 0 | 2590085 | 80541 | None | Vol-II S R Sl No. 444 Page No. A-25 | Hold fasts | No | 53.02 | 53.02 | 30.0 | False | None | None | False | None | False | 1590.6 | 0 | 2590086 | 80541 | None | Vol-II I No. 11.34 B Page No. 86 | 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 openings /wooden frames
with rawl plugs screws etc. | Kg | 194.07 | 194.07 | 697.59 | False | None | None | False | None | False | 135381.2913 | 0 | 2590087 | 80541 | None | Vol-II S R Sl no. 134 Page No. A-15 | Brass tower bolt (barrel type) 250x10 mm | No | 339.36 | 339.36 | 30.0 | False | None | None | False | None | False | 10180.8 | 0 | 2590088 | 80541 | None | Vol-II S R Sl no. 443 Page No. A-25 | Hinges | No | 40.3 | 40.3 | 36.0 | False | None | None | False | None | False | 1450.8 | 0 | 2590089 | 80541 | None | Vol-II I No. 22.15.3 Page No. 218 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mm | No | 318.15 | 318.15 | 9.0 | False | None | None | False | None | False | 2863.35 | 0 | 2590090 | 80541 | None | Vol-II I No. 10.1.1 Page No. 69 | Providing and fixing 18 mm thick gang saw cut granite of any color and
shade, mirror polished, premoulded and prepolished, machine cut for
kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm
thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated
with white cement, mixed with matching pigment, epoxy touch up,
including rubbing, curing, moulding and polishing to edges to give high
gloss finish etc. complete at all levels.Area of the slab upto 0.50 m2 | Sqm | 4248.36 | 4248.36 | 93.46 | False | None | None | False | None | False | 397051.7256 | 0 | 2590091 | 80541 | None | Vol-II I No. 9.11 Page No. 60 | 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 | 942.78 | 942.78 | 82.07 | False | None | None | False | None | False | 77373.9546 | 0 |
| 1707910355000 | 0 | None | None | Buildings | SECOND FLOOR | 4292134.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2590092 | 80542 | None | CSR 2023-24 Vol-I It No2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6785.86 | 6785.86 | 11.08 | False | None | None | False | None | False | 75187.3288 | 0 | 2590093 | 80542 | 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 | 4750.1 | 4750.1 | 11.08 | False | None | None | False | None | False | 52631.108 | 0 | 2590094 | 80542 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6785.86 | 6785.86 | 18.25 | False | None | None | False | None | False | 123841.945 | 0 | 2590095 | 80542 | None | Vol-I S R Sl No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding RCC Beams, Lintels & Troughs of Aqueducts add 60 Percent | Cum | 4071.51 | 4071.51 | 18.25 | False | None | None | False | None | False | 74305.0575 | 0 | 2590096 | 80542 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6785.86 | 6785.86 | 33.9 | False | None | None | False | None | False | 230040.654 | 0 | 2590097 | 80542 | 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 Percent | Cum | 3392.93 | 3392.93 | 33.9 | False | None | None | False | None | False | 115020.327 | 0 | 2590098 | 80542 | None | CSR 2023-24 Vol-1 It No.2.11a Page No.18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for Building 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 | 95808.45 | 95808.45 | 8.37 | False | None | None | False | None | False | 801916.7265 | 0 | 2590099 | 80542 | None | CSR 2023-24 Vol-2 It 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 | 8793.98 | 8793.98 | 77.24 | False | None | None | False | None | False | 679247.0152 | 0 | 2590100 | 80542 | None | Vol-I I No. 2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6785.86 | 6785.86 | 0.54 | False | None | None | False | None | False | 3664.3644 | 0 | 2590101 | 80542 | 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 | 3053.64 | 3053.64 | 0.54 | False | None | None | False | None | False | 1648.9656 | 0 | 2590102 | 80542 | None | Vol-II I No. 6.12 Pege No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks
of class designation 3.5 in foundations and plinth in Cement mortar 1:3 (1
cement : 3 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 | 1074.21 | 1074.21 | 48.78 | False | None | None | False | None | False | 52399.9638 | 0 | 2590103 | 80542 | None | Vol-II I No. 8.10 Page No. 43 | 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 | 225.98 | 225.98 | 143.31 | False | None | None | False | None | False | 32385.1938 | 0 | 2590104 | 80542 | None | Vol-II I No. 8.1.1 Page No. 41 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:
4 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 | 273.1 | 273.1 | 679.17 | False | None | None | False | None | False | 185481.327 | 0 | 2590105 | 80542 | None | Vol-II I No. 8.7 Page No. 42 | 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 | 391.99 | 391.99 | 171.31 | False | None | None | False | None | False | 67151.8069 | 0 | 2590106 | 80542 | None | Vol-I I No. 8.51 Page No. 50 | Providing and applying white cement based putty of average thickness
1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge. | Sqm | 107.1 | 107.1 | 822.48 | False | None | None | False | None | False | 88087.608 | 0 | 2590107 | 80542 | None | Vol-II I No. 8.27 Page No. 45 | Applying one coat of water thinnable cement primer of approved brand
and manufacture on wall surface :Water thinnable cement primer 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 | 56.76 | 56.76 | 822.48 | False | None | None | False | None | False | 46683.9648 | 0 | 2590108 | 80542 | None | Vol-II I No. 8.39 Page No. 48 | Wall painting with acrylic emulsion 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 | 136.02 | 136.02 | 822.48 | False | None | None | False | None | False | 111873.7296 | 0 | 2590109 | 80542 | None | Vol-II I No. 8.29 Page No. 45 | 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 | Sqm | 303.09 | 303.09 | 171.31 | False | None | None | False | None | False | 51922.3479 | 0 | 2590110 | 80542 | None | Vol-II I No. 9.31 Page No. 64 | Providing and laying Polished Sadarahalli Grey Granite stone flooring in
required design and patterns, in linear as well as curvilinear portions of
the building all complete as per the architectural drawings with 20 mm
thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1
cement : 4 coarse sand) laid and jointed with cement slurry and pointing
with white cement slurry admixed with pigment of matching shade
including rubbing , curing and polishing etc. all complete as specified and
as directed by the Engineer-in-Charge. | Sqm | 2233.03 | 2233.03 | 152.49 | False | None | None | False | None | False | 340514.7447 | 0 | 2590111 | 80542 | None | Vol-II I No. 9.39 Page No. 65 | 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. | Sqm | 1551.88 | 1551.88 | 77.5 | False | None | None | False | None | False | 120270.7 | 0 | 2590112 | 80542 | None | Vol-II I No. 12.90 Page No. 110 | Providing & fixing of 3-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 108mm width x 45mmheight with reinforcement
of 1mm thickness and Sash with overall size of 39mm x 75mm with GI
reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded
Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows
shall be provided with 6mm plain float glass, standard hardware& Multi
point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The
cost is inclusive of all fixtures and separate charges for minor T&P's shall
not be made) | Sqm | 7212.11 | 7212.11 | 20.88 | False | None | None | False | None | False | 150588.8568 | 0 | 2590113 | 80542 | None | Vol-II I No. 12.57.2 Page No. 105 | 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 alround 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. 30 mm thick one side teak and one side commercial | Sqm | 3741.0 | 3741.0 | 14.25 | False | None | None | False | None | False | 53309.25 | 0 | 2590114 | 80542 | None | Vol-II I No. 12.51 Page No. 104 | 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 | 1088.14 | 1088.14 | 8.0 | False | None | None | False | None | False | 8705.12 | 0 | 2590115 | 80542 | None | Vol-II I No. 12.13.1 Page No. 100 | Providing 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. | Cum | 105830.86 | 105830.86 | 0.44 | False | None | None | False | None | False | 46565.5784 | 0 | 2590116 | 80542 | None | Vol-II I No. 11.6.3 Page No. 78 | Supplying and fixing rolling shutters of approved make, made of required
size M.S. laths, interlocked together through their entire length and
jointed together at the end by end locks, mounted on specially
designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete,
including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength
conforming to IS: 4454 - part 1 and M.S. top cover of required thickness
for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2436.52 | 2436.52 | 16.0 | False | None | None | False | None | False | 38984.32 | 0 | 2590117 | 80542 | None | Vol-II I No. 11.28 Page No. 85 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow
tubes, channels, plates etc., including welding, grinding, buffing, polishing
and making curvature (wherever required) and fitting the same with
necessary stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash fasteners, stainless
steel bolts etc., of required size, on the top of the floor or the side of waist
slab with suitable arrangement as per approval of Engineer-in- charge,
(for payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Kg | 605.11 | 605.11 | 180.0 | False | None | None | False | None | False | 108919.8 | 0 | 2590118 | 80542 | None | Vol-II S R Sl No. 31 Page No. A-12 | Aluminium round shape handle (anodised AC 15) outer dia 100 mm | No | 64.26 | 64.26 | 16.0 | False | None | None | False | None | False | 1028.16 | 0 | 2590119 | 80542 | None | Vol-II S R S L No. 444 Page No. A-25 | Hold fasts | No | 53.55 | 53.55 | 16.0 | False | None | None | False | None | False | 856.8 | 0 | 2590120 | 80542 | None | Vol-II I No. 11.34 B Page No. 86 | 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 openings /wooden frames
with rawl plugs screws etc. | Kg | 195.99 | 195.99 | 536.13 | False | None | None | False | None | False | 105076.1187 | 0 | 2590121 | 80542 | None | Vol-II S R Sl no. 134 page No. A-15 | Brass tower bolt (barrel type) 250x10 mm | No | 342.72 | 342.72 | 16.0 | False | None | None | False | None | False | 5483.52 | 0 | 2590122 | 80542 | None | Vol-II S R Sl no. 443 Page No. A-25 | Hinges | No | 40.7 | 40.7 | 36.0 | False | None | None | False | None | False | 1465.2 | 0 | 2590123 | 80542 | None | Vol-II I No. 22.15.3 Page No. 218 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mm | No | 321.3 | 321.3 | 6.0 | False | None | None | False | None | False | 1927.8 | 0 | 2590124 | 80542 | None | Vol-II I No. 10.1.1 Page No. 69 | Providing and fixing 18 mm thick gang saw cut granite of any color and
shade, mirror polished, premoulded and prepolished, machine cut for
kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm
thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated
with white cement, mixed with matching pigment, epoxy touch up,
including rubbing, curing, moulding and polishing to edges to give high
gloss finish etc. complete at all levels. Area of the slab upto 0.50 m2 | Sqm | 4290.43 | 4290.43 | 101.81 | False | None | None | False | None | False | 436808.6783 | 0 | 2590125 | 80542 | None | Vol-II I No. 9.11 Page No. 60 | 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 | 952.12 | 952.12 | 82.07 | False | None | None | False | None | False | 78140.4884 | 0 |
| 1707910355000 | 0 | None | None | Buildings | TERRACE FLOOR | 1052016.16 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590126 | 80543 | None | CSR 2023-24 Vol-I It No2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6852.39 | 6852.39 | 3.85 | False | None | None | False | None | False | 26381.7015 | 0 | 2590127 | 80543 | 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 | 4796.67 | 4796.67 | 3.85 | False | None | None | False | None | False | 18467.1795 | 0 | 2590128 | 80543 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6852.39 | 6852.39 | 1.22 | False | None | None | False | None | False | 8359.9158 | 0 | 2590129 | 80543 | None | Vol-I S R Sl No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding RCC Beams, Lintels & Troughs of Aqueducts add 60 Percent | Cum | 4111.43 | 4111.43 | 1.22 | False | None | None | False | None | False | 5015.9446 | 0 | 2590130 | 80543 | None | CSR 2023-24 Vol-I It No.2.2.3 Page No. 15 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6852.39 | 6852.39 | 4.63 | False | None | None | False | None | False | 31726.5657 | 0 | 2590131 | 80543 | 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 Percent | Cum | 3426.19 | 3426.19 | 4.63 | False | None | None | False | None | False | 15863.2597 | 0 | 2590132 | 80543 | None | CSR 2023-24 Vol-1 It No.2.11a Page No.18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for Building 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 | 96747.74 | 96747.74 | 1.27 | False | None | None | False | None | False | 122869.6298 | 0 | 2590133 | 80543 | None | CSR 2023-24 Vol-2 It 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 | 8880.2 | 8880.2 | 26.09 | False | None | None | False | None | False | 231684.418 | 0 | 2590134 | 80543 | None | Vol-II I No. 8.7 Page No. 42 | 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 | 395.83 | 395.83 | 215.45 | False | None | None | False | None | False | 85281.5735 | 0 | 2590135 | 80543 | None | Vol-II I No. 8.27 Page No. 45 | Applying one coat of water thinnable cement primer of approved brand
and manufacture on wall surface :Water thinnable cement primer 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 | 57.32 | 57.32 | 216.0 | False | None | None | False | None | False | 12381.12 | 0 | 2590136 | 80543 | None | Vol-II I No. 8.29 Page No. 45 | 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 | Sqm | 306.06 | 306.06 | 215.45 | False | None | None | False | None | False | 65940.627 | 0 | 2590137 | 80543 | None | P:75, I.No 11.5.2 PWD SR 2023-24 Volume 2 | 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 flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 4587.72 | 4587.72 | 0.94 | False | None | None | False | None | False | 4312.4568 | 0 | 2590138 | 80543 | None | Vol-II I No 11.28 Page No. 85 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow
tubes, channels, plates etc., including welding, grinding, buffing, polishing
and making curvature (wherever required) and fitting the same with
necessary stainless steel nuts and bolts complete, i/c fixing the railing
with necessary accessories & stainless steel dash fasteners, stainless
steel bolts etc., of required size, on the top of the floor or the side of waist
slab with suitable arrangement as per approval of Engineer-in- charge,
(for payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Kg | 611.05 | 611.05 | 302.4 | False | None | None | False | None | False | 184781.52 | 0 | 2590139 | 80543 | None | Vol-II I No. 9.31 Page No. 64 | Providing and laying Polished Sadarahalli Grey Granite stone flooring in
required design and patterns, in linear as well as curvilinear portions of
the building all complete as per the architectural drawings with 20 mm
thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1
cement : 4 coarse sand) laid and jointed with cement slurry and pointing
with white cement slurry admixed with pigment of matching shade
including rubbing , curing and polishing etc. all complete as specified and
as directed by the Engineer-in-Charge. | Sqm | 2254.93 | 2254.93 | 9.18 | False | None | None | False | None | False | 20700.2574 | 0 | 2590140 | 80543 | None | Vol-II S R Sl No. 31 Page No. A-12 | Aluminium round shape handle (anodised AC 15) outer dia 100 mm | No | 64.89 | 64.89 | 4.0 | False | None | None | False | None | False | 259.56 | 0 | 2590141 | 80543 | None | Vol-II S R Sl no. 444 Page No. A-25 | Hold fasts | No | 54.07 | 54.07 | 4.0 | False | None | None | False | None | False | 216.28 | 0 | 2590142 | 80543 | None | Vol-II S R Sl No. 443 Page No. A-25 | Hinges | No | 41.1 | 41.1 | 10.0 | False | None | None | False | None | False | 411.0 | 0 | 2590143 | 80543 | None | Vol-II I No. 15.1 Page No. 149 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WCBathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. | Sqm | 883.59 | 883.59 | 246.0 | False | None | None | False | None | False | 217363.14 | 0 |
| 1707910355000 | 0 | None | None | Buildings | Water supply and Sanitation | 1143260.37 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590144 | 80544 | None | Vol-II I No. 14.2.1 Page No. 131 | 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 fixtures
complete, including cutting and making good the walls and floors wherever
required : W.C. pan with ISI marked white solid plastic seat and lid | Each | 5079.9 | 5079.9 | 9.0 | False | None | None | False | None | False | 45719.1 | 0 | 2590145 | 80544 | 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 | Each | 5128.2 | 5128.2 | 3.0 | False | None | None | False | None | False | 15384.6 | 0 | 2590146 | 80544 | None | Vol-II I No. 14.7.3 Page No. 132 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard pattern, including painting of
fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm
C.P. brass pillar taps | Each | 3009.3 | 3009.3 | 30.0 | False | None | None | False | None | False | 90279.0 | 0 | 2590147 | 80544 | None | Vol-II I No. 14.8 Page No. 133 | Providing and fixing white vitreous china pedestal for wash basin
completely recessed at the back for the reception of pipes and fittings. | Each | 1494.15 | 1494.15 | 12.0 | False | None | None | False | None | False | 17929.8 | 0 | 2590148 | 80544 | None | Vol-II I No. 13.8.2.2 Page No. 118 | Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore | No | 115.5 | 115.5 | 84.0 | False | None | None | False | None | False | 9702.0 | 0 | 2590149 | 80544 | None | Vol-II I No. 14.37.1 Page No. 137 | Bottle trap 31mm single piece moulded with height of 270 mm, effective
length of tail pipe 260 mm from the centre of the waste coupling, 77 mm
breadth with 25 mm minimum water seal, weighing not less than 260 g | Each | 321.3 | 321.3 | 396.0 | False | None | None | False | None | False | 127234.8 | 0 | 2590150 | 80544 | None | Vol-II I No. 13.2.2 Page No. 117 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore | No | 320.25 | 320.25 | 48.0 | False | None | None | False | None | False | 15372.0 | 0 | 2590151 | 80544 | None | Vol-II I No. 13.3.2 Page No. 117 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore | No | 320.25 | 320.25 | 36.0 | False | None | None | False | None | False | 11529.0 | 0 | 2590152 | 80544 | None | Vol-II I No. 13.20.2 Page No. 120 | Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 g | No | 329.7 | 329.7 | 36.0 | False | None | None | False | None | False | 11869.2 | 0 | 2590153 | 80544 | None | Vol-II I No. 13.5.2 Page No. 117 | Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete : 20 mm nominal bore | No | 329.7 | 329.7 | 90.0 | False | None | None | False | None | False | 29673.0 | 0 | 2590154 | 80544 | None | Vol-II I No. 13.5.3 Page No. 117 | Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete : 25 mm nominal bore | No | 348.6 | 348.6 | 30.0 | False | None | None | False | None | False | 10458.0 | 0 | 2590155 | 80544 | None | Vol-II I No. 13.4.2 Page No. 117 | 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 | 36.0 | False | None | None | False | None | False | 22604.4 | 0 | 2590156 | 80544 | None | Vol-II I No. 13.6.1.1 Page No. 117 | Providing and fixing gun metal non- return valve of approved quality
(screwed end) : Horizontal | No | 651.0 | 651.0 | 36.0 | False | None | None | False | None | False | 23436.0 | 0 | 2590157 | 80544 | None | Vol-II I No. 13.6.2.1 Page No. 118 | Providing and fixing gun metal non- return valve of approved quality
(screwed end) : Horizontal | No | 849.45 | 849.45 | 36.0 | False | None | None | False | None | False | 30580.2 | 0 | 2590158 | 80544 | None | Vol-II I No. 13.34 Page No. 123 | 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. | l | 9.45 | 9.45 | 12000.0 | False | None | None | False | None | False | 113400.0 | 0 | 2590159 | 80544 | None | P: 122, I.No 13.32.3 PWD SR 2023-24 Volume 2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00
m spacing. This includes jointing of pipes & fittings with one step CPVC
solvent cement and the cost of cutting chases and making good the
same including testing of joints complete as per direction of Engineer in
Charge. Concealed work, including cutting chases and making good the
walls etc 25 mm nominal dia pipes | m | 500.85 | 500.85 | 450.0 | False | None | None | False | None | False | 225382.5 | 0 | 2590160 | 80544 | None | Vol-II I No. 13.33.4 Page No. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching, refilling & testing of joints
complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes | m | 390.6 | 390.6 | 180.0 | False | None | None | False | None | False | 70308.0 | 0 | 2590161 | 80544 | None | Vol-5 I No. 10.1.8 Page No. 113 | 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 140mm dia., 6 kg/sqcm & class 3 | m | 613.2 | 613.2 | 120.0 | False | None | None | False | None | False | 73584.0 | 0 | 2590162 | 80544 | None | Vol-5 I No. 10.1.7 Page No. 113 | 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 110mm dia., 6 kg/sqcm & class 3 | m | 431.55 | 431.55 | 75.0 | False | None | None | False | None | False | 32366.25 | 0 | 2590163 | 80544 | None | Vol-5 I No. 10.1.5 Page No. 113 | 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 75mm dia., 6 kg/sqcm &class 3 | m | 231.0 | 231.0 | 45.0 | False | None | None | False | None | False | 10395.0 | 0 | 2590164 | 80544 | None | Vol-I I no. 1.14.1 Page No. 8 | 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 | 97.2 | False | None | None | False | None | False | 10410.12 | 0 | 2590165 | 80544 | None | Vol-I I No. 1.10 Page No. 7 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after
watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour
complete as per specifications | Cum | 168.0 | 168.0 | 85.05 | False | None | None | False | None | False | 14288.4 | 0 | 2590166 | 80544 | None | Vol-5 I No. 16.10 Page No. 191 | Constructing brick masonry chamber of internal dimension 450x450mm
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. | Each | 4447.8 | 4447.8 | 5.0 | False | None | None | False | None | False | 22239.0 | 0 | 2590167 | 80544 | None | Vol-5 I No. 16.8 Page No. 191 | 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. | Each | 5030.55 | 5030.55 | 5.0 | False | None | None | False | None | False | 25152.75 | 0 | 2590168 | 80544 | None | Vol-II I No. 17.10.1 Page No. 176 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts &
nuts of required size complete.100 mm clamp | Kg | 1865.85 | 1865.85 | 45.0 | False | None | None | False | None | False | 83963.25 | 0 |
| 1707910355000 | 0 | None | None | Buildings | SINKING OF BOREWELL | 227560.2 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590169 | 80545 | None | Vol-V I No. 12.4 Page No. 140 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a)Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | 2590170 | 80545 | None | Vol-5 I No. 12.1.1 Page No. 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 0 to 50m | m | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | 2590171 | 80545 | None | Vol-5 I No. 12.1.2 Page No. 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 50 to 100m | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | 2590172 | 80545 | None | Vol-5 I No. 12.1.3 Page No. 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of100 to 150m | m | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | 2590173 | 80545 | None | Vol-5 I No. 12.1.4 Page No. 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of150 to 200m | m | 600.6 | 600.6 | 50.0 | False | None | None | False | None | False | 30030.0 | 0 | 2590174 | 80545 | None | 2023-24 S R Vol-5 I No. 12.32 Page No. 143 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. | m | 2029.65 | 2029.65 | 6.0 | False | None | None | False | None | False | 12177.9 | 0 | 2590175 | 80545 | None | 2023-24 S r I No. 12.34 Vol-5 Page No. 143 | Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | 2590176 | 80545 | None | 2023-24 S R Vol-5 I No. 12.9 page No. 140 | Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables. | Each | 17121.3 | 17121.3 | 1.0 | False | None | None | False | None | False | 17121.3 | 0 | 2590177 | 80545 | None | 2023-24 S R I No. 13.7.7 Vol-5 Page No, 150 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments 1.50 HP/1.1KW 20 STG | Each | 19128.9 | 19128.9 | 1.0 | False | None | None | False | None | False | 19128.9 | 0 | 2590178 | 80545 | None | 2023-24 S R Vol-5 I No. 9.1.1 Page No. 95 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : 63mm dia | m | 198.45 | 198.45 | 200.0 | False | None | None | False | None | False | 39690.0 | 0 | 2590179 | 80545 | None | 2023-24 S R Vol-V I No. 13.22.2 Page No. 154 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments 1x3x2.5 m2 | m | 89.25 | 89.25 | 200.0 | False | None | None | False | None | False | 17850.0 | 0 | 2590180 | 80545 | None | 2023-24 S R Vol-V I No 13.23.2 Page No. 155 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter 3 to 6 HP pumps | Each | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | 2590181 | 80545 | None | 2023-24 S R Vol-V I No. 13.30 Page No. 155 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark | Set | 4725.0 | 4725.0 | 1.0 | False | None | None | False | None | False | 4725.0 | 0 | 2590182 | 80545 | None | 2023-24 S R Vol-V I No. 13.2.13 Page No. 148 | The Non Return Valve (NRV) assembly complete with rubber ring 1x3x2.5 m2 | Each | 682.5 | 682.5 | 1.0 | False | None | None | False | None | False | 682.5 | 0 | 2590183 | 80545 | None | 2023-24 S R Vol-V I No. 13.25 Page No. 155 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | 2590184 | 80545 | None | Item Code:Vol-5 I No. 12.33 Page No. 143 | Item Description:Providing and fxing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments | Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 |
| 1707910355000 | 0 | None | None | Buildings | SEPTIC TANK | 138024.04 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590185 | 80546 | None | P:8, I.No 1.14 PWD SR 2023-24 Volume 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 | Cum | 107.1 | 107.1 | 12.6 | False | None | None | False | None | False | 1349.46 | 0 | 2590186 | 80546 | None | P:15, I.No 2.1.4 PWD SR 2023-24 Volume 1 | 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 | 0.9 | False | None | None | False | None | False | 5875.065 | 0 | 2590187 | 80546 | None | Vol-I I No. 2.2.1 Page No. 15 | 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 | 1.5 | False | None | None | False | None | False | 9902.025 | 0 | 2590188 | 80546 | None | Vol-I S R Sl no. 1 a Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding Foundation upto Plinth a. Isolated add 8 Percent | Cum | 528.11 | 528.11 | 1.5 | False | None | None | False | None | False | 792.165 | 0 | 2590189 | 80546 | None | Vol-I I No. 2.5.2 Page No. 16 | Providing and laying in position 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 4.3 | False | None | None | False | None | False | 30896.145 | 0 | 2590190 | 80546 | None | Vol-I S R Sl no. 11 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Earth retaining structures add 10 Percent | Cum | 718.51 | 718.51 | 4.3 | False | None | None | False | None | False | 3089.593 | 0 | 2590191 | 80546 | None | Vol- I No. 2.5.2 page No. 16 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 0.9 | False | None | None | False | None | False | 6466.635 | 0 | 2590192 | 80546 | 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 Percent | Cum | 3592.57 | 3592.57 | 0.9 | False | None | None | False | None | False | 3233.313 | 0 | 2590193 | 80546 | None | P:18, I.No 2.11a .PWD Common SR 2023-24 Volume 1 | 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. (Addendum III Criteria/Requirement for approval of
Reinforcement Bars) | t | 93929.85 | 93929.85 | 0.59 | False | None | None | False | None | False | 55418.6115 | 0 | 2590194 | 80546 | 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 | 56.5 | False | None | None | False | None | False | 21001.05 | 0 |
| 1707910355000 | 0 | None | None | Buildings | RO Plant | 1097874.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590195 | 80547 | None | Vol-5 I No. 21.1.5 Page No. 247 | Water purification plants: Providing, Installation and Commissioning of
automatic Water purification plant (RO+UF) with all accessories piping,
product water tank on single phase power supply as per the enclosed
detailed Technical Specifications including cost of material, loading
and unloading and as directed by the Engineer in charge. (Ref- detailed
specification enclosed seperatly). Note:- 1.The above rates mentioned
are only for the preparation of estimate purpose. 2. All items are to be of
BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for
procurement. 4. No direct payment should be made under any situation
or condition or on any account. 5. After commissioning of plant necessary
testing to be done for the satisfactory of Engineer Incharge. Note : Refer
the ANNEXURE : F for Detailed Specification of Each components For 150 LPH : Cabin Type | Each / BW | 138600.0 | 138600.0 | 1.0 | False | None | None | False | None | False | 138600.0 | 0 | 2590196 | 80547 | None | Vol-6 I No. 5.32 Page No. 19 of 105 | Supplying and fixing digital frequency meter with latest micro
controller technology, ultra bright 4 digit LED display, from 30-500V
AC and optional or relay output for high/low frequency and wiring
complete | Each | 975.0 | 975.0 | 2.0 | False | None | None | False | None | False | 1950.0 | 0 | 2590197 | 80547 | None | Vol-6 I No. 9.2.1 Page No. 37 of 105 | Supplying, erecting, testing & commissioning of OFF- LINE UPS
system suitable for operation on 230V, 50Hz, A/C supply, with all
accessories complete and Excluding batteries and wiring complete. | Each | 15087.0 | 15087.0 | 2.0 | False | None | None | False | None | False | 30174.0 | 0 | 2590198 | 80547 | None | Vol-5 I No. 20.8.1 Page No. 240 | Automatic Online Hydraulically Operated Self Cleaning Multi grade
Pressure Filter for the flow rate of . LPH (. M.L.D)
with 16 hour pumping NOTE : For Detailed Specification of Automatic
hydraulic self cleaning screen filter(400 Microns), FILTRATION & Filter
Media For Pressure Filter, Anthracite, Carbon . Detailed Specification
and Rates fot Separate components ( i.e., Online Sensore, Filtration &
Filder media) of 10000 LPH to 225000 LPH Refer Annexure-C For 10000 & 15000 LPH (0.16 &0.24 M.L.D) | Set | 927150.0 | 927150.0 | 1.0 | False | None | None | False | None | False | 927150.0 | 0 |
| 1707910355000 | 0 | None | None | Buildings | Solar Heater | 349930.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590199 | 80548 | None | Vol-6 I No. 7.3.3 Page No. 34 of 105 | Supplying, installation, testing and commissioning of solar hot water
heater comprising of solar Flat Plate Collector (FPC) of size
2120x1040x100mm and stainless steel hot water storage tank with
stainless steel heat exchanger absorber made of copper sheet and
copper tube of following capacity aluminium box collector with
appropriate capacity electrical back up arrangement excluding inlet
and out let pipes. SS Model with 100mm thick of 48Kg/M3
density
Rock wool insulation with 22SWG Aluminium cladding 300 L | Each | 69986.0 | 69986.0 | 5.0 | False | None | None | False | None | False | 349930.0 | 0 |
| 1707910355000 | 0 | None | None | Buildings | Wash Area | 511892.9 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590200 | 80549 | 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 | 9.79 | False | None | None | False | None | False | 84404.9745 | 0 | 2590201 | 80549 | None | Vol-II I No. 8.9 Page No. 42 | 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) and a
top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement
: 3 coarse sand) finished rough with sponge 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 | 404.25 | 404.25 | 147.9 | False | None | None | False | None | False | 59788.575 | 0 | 2590202 | 80549 | None | Vol-II I No. 9.27 Page No. 63 | Providing and laying flooring with burnt stone slabs 10 cms thick rough
chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with
cement mortar 1:3, , including cost of materials, mortar, labour, curing
complete as per specifications | Sqm | 2507.4 | 2507.4 | 6.72 | False | None | None | False | None | False | 16849.728 | 0 | 2590203 | 80549 | None | Vol-II I No. 10.14 Page No. 71 | 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 | 196.92 | False | None | None | False | None | False | 228683.196 | 0 | 2590204 | 80549 | None | Vol-II I No. 15.1 Page No. 149 | Providing and laying water proofing treatment to the Roof with PU based
single component elastomeric pure polyurethane based coating on New
terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than
400% and tensile strength greater than 2MPa as per ASTM D412. The
waterproofing membrane to be applied in 2coats @ 1.6 kg/m2
to achieve
final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy
primer @150 g/m2
and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation,
making coving at Junction, Bore Packing, treatment of construction joints
completely as per specification. | Sqm | 857.85 | 857.85 | 142.41 | False | None | None | False | None | False | 122166.4185 | 0 |
| 1707910355000 | 0 | None | None | Buildings | ELEVATION | 1174488.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590205 | 80550 | None | Vol-II I No. 10.15.1 Page No. 71 | Providing and fixing of Aluminium composite panel of approved make and
colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams
with necessary aluminium frame works at required level made out of
50x25x4mm C section or equivalent. The panel should consist of 3mm
thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sandwiched between 0.50 skins thick aluminium sheet making a total panel
thickness of 4mm. The surfaces will be finished with PVDF based coating
on topsides and service coating on reverse sides would be in polyester
paint. The system shall be fixed using GI brackets, aluminium L cleats and stainless steel bolts and nuts complete with spring washer and cap nuts
and all other necessary accessories, sealing shall be done with necessary rods etc., complete For Straight Portion | Sqm | 4188.45 | 4188.45 | 240.0 | False | None | None | False | None | False | 1005228.0 | 0 | 2590206 | 80550 | None | Vol-II I No. 10.24 Page No. 72 | Providing and fixing good quality Exterior grade High Pressure Laminate
(Single sided Thermosetting synthetic resin bonded sheet-Craft Paper
Base) of 6mm thick as per IS 2046 standard with colors as per Architect
choice (Brown red, Suede, Sandblast, brown, Matte, Wooden or similar
colors) for cladding including fixing with necessaryAluminium frames,
fixtures as per direction of Engineer in charge. | Sqm | 4231.5 | 4231.5 | 40.0 | False | None | None | False | None | False | 169260.0 | 0 |
| 1707910355000 | 0 | None | None | Buildings | CCTV SYSTEM | 855587.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590207 | 80551 | None | Approved Rate | Supplying of 2MP on vif H265, 30 Mtr IR Dome Camera 3.6mm Lens - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 8000.0 | 8000.0 | 16.0 | False | None | None | False | None | False | 128000.0 | 0 | 2590208 | 80551 | None | Approved Rate | Supplying of 2MP on vif H265, 30 Mtr, IR Bullet Camera 3.6mm Lens - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 9000.0 | 9000.0 | 16.0 | False | None | None | False | None | False | 144000.0 | 0 | 2590209 | 80551 | None | Approved Rate | Supplying, Installation and commissioningof DVR 16 Ch upto 4MP Support H265 Compression real time online - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 26000.0 | 26000.0 | 16.0 | False | None | None | False | None | False | 416000.0 | 0 | 2590210 | 80551 | None | Approved Rate | Supplying Installation and commissioning of 43" LED TV and Testing of Unit etc complete - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 48500.0 | 48500.0 | 1.0 | False | None | None | False | None | False | 48500.0 | 0 | 2590211 | 80551 | None | Approved Rate | Supplying of 4 TB Hard Disk 24 x 7 - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 16500.0 | 16500.0 | 1.0 | False | None | None | False | None | False | 16500.0 | 0 | 2590212 | 80551 | None | Approved Rate | Installation, Testing, commissioning, crimping of camera with all cabling, labour charges - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 1500.0 | 1500.0 | 16.0 | False | None | None | False | None | False | 24000.0 | 0 | 2590213 | 80551 | None | 8.4.1 | Supplying & Fixing of switch mounting rack with power manager & Cable manager. 4U with 450mm depth - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 4892.0 | 4892.0 | 1.0 | False | None | None | False | None | False | 4892.0 | 0 | 2590214 | 80551 | None | 8.1 | Supplying and drawing UTP-CAT 6E LAN cable - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | m | 38.0 | 38.0 | 550.0 | False | None | None | False | None | False | 20900.0 | 0 | 2590215 | 80551 | None | 1.1.2 | Open Conduit System: Supplying heavy gauge PVC conduit pipe . dia . 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. 25 mm dia 2 mm thick - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | m | 81.0 | 81.0 | 600.0 | False | None | None | False | None | False | 48600.0 | 0 | 2590216 | 80551 | None | 2.3.2 | 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.1.5mm2 - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | m | 26.0 | 26.0 | 100.0 | False | None | None | False | None | False | 2600.0 | 0 | 2590217 | 80551 | None | 3.5.5 | 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.8 Module - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 284.0 | 284.0 | 1.0 | False | None | None | False | None | False | 284.0 | 0 | 2590218 | 80551 | None | 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch 6A one way switch - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 102.0 | 102.0 | 4.0 | False | None | None | False | None | False | 408.0 | 0 | 2590219 | 80551 | None | 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three way socket - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 171.0 | 171.0 | 4.0 | False | None | None | False | None | False | 684.0 | 0 | 2590220 | 80551 | None | 3.3.5 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.C wall, including necessary rawl plugs, Machine/NF screws etc., complete.8 Way - Including cost of all materials. Labour, HOM, Loading & Unloading , Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work. | Each | 219.0 | 219.0 | 1.0 | False | None | None | False | None | False | 219.0 | 0 |
| 1707910355000 | 0 | None | None | Buildings | Furniture Work | 5628379.92 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2590221 | 80552 | None | Gem Rate | Two tier cot to MDRS/KRCRS / P U MDRS Size: 1980L X 760W X 1980mmH. The verticals shall be made out of 38mm square MS tubes of 16G thick on all the four corners & 19mm square MS tubes in-between. A single CRCA sheet of 14G thick and uniformly bent on all sides vertically and further inside and with one lengthwise rib of 18G in the middle underneath for both the cots shall be provided. For the upper cot 25mm dia pipe to be bent and fixed in the middle on either sides as obstacle to avoid dropping of the person while sleeping to the side. The height for bottom tier from the floor shall be 460mm. The distance between bottom tier and top tier shall be 1000mm. The ladder shall be provided on one side to enable the person to climb to upper tier. Curtain hooks at the top corners for both the cots shall be welded for tying mosquito curtains. Strong rubber bushes shall be fixed for the verticals at the bottom. The entire cot shall be neatly de rusted, powder coated with epoxy polyester powder. - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. | Each | 18000.0 | 18000.0 | 75.0 | False | None | None | False | None | False | 1350000.0 | 0 | 2590222 | 80552 | None | Gem Rate | Steel Almirah plain with shelves &Door 6.6 Feet with 20 Guage doors & 22 Guage body. Size : 198cm H x 915cm W x 48cm D (including leg of 15.24cm) , fitted with four fixed shelves making five compartments with double door with three way locking device and duplicate keys, all joints outside and inside should be spot or co2 welded and neatly finished by sandering. The outside corners should be rounded off to give good appearance. The edges of doors and shelves should be properly bent to U shape of 25mm width to ensure good strength and the outer edge
of U bent of the door length wise should be double folded and neatly finished. The shelves front
side should be bent to U shape neatly and finished to avoid any possible cuts to fingers and
hand when handled. Longitudinal rib of 15.24cm wide including bent to required shape should be
provided and fixed to each door at its centre. The breadth of the shelf in the Almirah should be to
the entire width leaving above 12mm gap from the shutter when it is closed. Locking Device:
Three ways locking device with 10 Gauge M.S. sheet for locking and lever plate, and with locking
rod of 10mm dia with strong bracket at top and bottom to hold the locking rod with six lever lock
should be provided. 65mm size 6 lever strong lock to be fixed. Handle should be made out of
cast alloy with nickel chrome plated. The entire almirah shall be derusted, powder coated with
epoxy polyester powder Name of the institution - Including cost of all materials, labours, HOM,
I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by
engineer-in-charge of the work | Each | 27176.0 | 27176.0 | 104.0 | False | None | None | False | None | False | 2826304.0 | 0 | 2590223 | 80552 | None | Gem Rate | SEAT/BACK ASSEMBLY: The seat and back are made from well seasoned& polished wood. CANE FOR SEAT/BACK: Cane is made from mix of LDPE plus HDPE MIX material. The caning used for seat/back shall have high tensile strength. ARMREST TUBE: The armrest tube is madeof MS ERW tube of dia.2.54cm x 16G thick and powder coated. The armrest is gas-assisted injection moulded from black polypropylene-Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineerin-charge of the work | Each | 2330.0 | 2330.0 | 100.0 | False | None | None | False | None | False | 233000.0 | 0 | 2590224 | 80552 | None | Gem Rate | 1. Mattress Size 189 x 67 x 15 cm (29099 Numbers)
& 176 x 74 x 15 cm (3275 Numbers) 2. Coil Count 189 x 67 x 15 cm= 28X 10 176 x 74 x 15 cm =26X 9
3. Construction a) 120mm high pocket spring (dia) core covered with 5mm cotton felt & plastic mesh from top & bottom b) Entire pocket spring core surrounded by border of 75mm shorter side and 84 mmlonger side made out of 28 density hard foam c) Above this core 10mm or 12mm (thickness) 28 density P.U foam pasted on top. d) Above final carcass covered with 20 to 24mm 18density P.U foam quilted fabric from top and bottom 4. Raw Material Specification 1. Spring Coil with 1.8mm dia 5 turns, dia of the spring 55 mm, Flexibility 2.7, Hardness IS 4454 grade part- 2,2003. Spring Material carbonised steel of grade IS-4453 part-1, 2001 & the centre to centre distance of spring 60mm. 2.Spring Coil is pocketed with 80 GSM white Non woven fabric. Fabric type - 130 GSM Knitted Cotton felt - (1000 GSM) Air Vents - 4 nos. individually packed and sealed with LDPE 80 microns Corner fitments - 3 Ply corrugated corner guards to prevent any transit damage Tensile strength 170kg/sq mm - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. | Each | 9000.0 | 9000.0 | 65.0 | False | None | None | False | None | False | 585000.0 | 0 | 2590225 | 80552 | None | Gem rate | Width 147 CMs+/- 2cms Color fatness to washing 2-3 or better Weight/piece 1000 Grm +/-5% Count warp 2/18s to 2/20s +/ -10% Weft 6s to 10s +/-10%
Composition Polyster,viscose,cotton Length 223Cms +/- 2 cm - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. | Each | 556.0 | 556.0 | 300.0 | False | None | None | False | None | False | 166800.0 | 0 | 2590226 | 80552 | None | Gem Rate | Processor Make Intel Processor Generation 12
Number of Cores per Processor Processor Description Intel Core i3 Processor Number Intel Core i3 12100 Chipset Series Intel H Series Chipset Number Intel H610 Operating System (Factory Pre-Loaded) DOS RAM Size (GB) 8 RAM Expandability up to( using spare DIMM Slots in GB) 64 Type of Drives used to populate the Internal Bays SSD Total HDD Capacity (GB)
0 Total SSD Capacity (GB) 512 Total SSHD Capacity in addition to 8 GB Flash (GB) 0 Cabinet Form Factor Tower (13.1 to 26 Litres) Monitor Technology TN LED Backlit Monitor Size (INCHES) 19.5 Monitor Resolution (PIXELS) 1600 x 900 On Site OEM Warranty (Year)
3 | Each | 30596.99 | 30596.99 | 8.0 | False | None | None | False | None | False | 244775.92 | 0 | 2590227 | 80552 | None | Gem Rate | Table top / Chair seat / bench seat material Stainless steel Grade 202 galvanized Table top / Chair seat / bench seat thickness 0.6 mm Leg material for Table and Chair/bench
Stainless steel Grade 202 galvanized Wall thickness of Leg material (for Table and Chair/bench) 0.6 mm
Support material for Table and Chair/bench
Stainless steel Grade 202 galvanized Backrest material for Chair/bench Stainless steel Grade 202 galvanized
Table - Chair/bench attaching material Stainless steel Grade 202 galvanized Product Configuration
Provision for 8 - persons Mode of supply Knocked Down To Be Assembled At Consignee Site By The Seller Table Foot rest No foot rest in table.Chair/bench back rest Without Support for Table top No support Number of support for Table top 6 no. Support for chair/bench seat No support Width of table plus or minus 10 mm 2130 for 8-seater Chair/bench Leg size plus or minus 2 mm 15 mm x 15 mm
Size of support pipes/square sections (for table)
20 mm x 20 mm Size of support pipes/square sections (for chair/bench) 15 mm x 15 mm Warranty Period
1 - year | Each | 19000.0 | 19000.0 | 10.0 | False | None | None | False | None | False | 190000.0 | 0 | 2590228 | 80552 | None | GEM RATE | Fibers 50:50 recycled & hollow Fiber Weight 500 Grm Fabric Peach polyester 85Gsm and one cotton pillow cover Packing LDPE 250 Gauge Size 17''x27'' recorn pack of 1 pillow - Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-incharge of the work. | Each | 500.0 | 500.0 | 65.0 | False | None | None | False | None | False | 32500.0 | 0 |
| 1707910355000 | 0 | None | None | Buildings | ELECTRICAL WORK | 1223587.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2590229 | 80553 | None | 1.2.1 | 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 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 19/20 mm dia 2 mm thick | m | 66.0 | 66.0 | 650.0 | False | None | None | False | None | False | 42900.0 | 0 | 2590230 | 80553 | None | 1.2.2 | 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 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 25 mm dia 2 mm thick | m | 78.0 | 78.0 | 650.0 | False | None | None | False | None | False | 50700.0 | 0 | 2590231 | 80553 | None | 1.4.1 | Supplying and fixing sheet Metal box made out of 18 SWG sheet
metal with necessary holes for cable/conduit entry as required with one
coat of primer of approved make etc. 75 x 75 x 65 mm | Each | 106.0 | 106.0 | 66.0 | False | None | None | False | None | False | 6996.0 | 0 | 2590232 | 80553 | None | 1.4.2 | Supplying and fixing sheet Metal box made out of 18 SWG sheet
metal with necessary holes for cable/conduit entry as required with one
coat of primer of approved make etc. 100 x 75 x 65 mm | Each | 118.0 | 118.0 | 66.0 | False | None | None | False | None | False | 7788.0 | 0 | 2590233 | 80553 | None | 1.4.4 | Supplying and fixing sheet Metal box made out of 18 SWG sheet
metal with necessary holes for cable/conduit entry as required with one
coat of primer of approved make etc. 180 x 90 x 65 mm | Each | 161.0 | 161.0 | 120.0 | False | None | None | False | None | False | 19320.0 | 0 | 2590234 | 80553 | None | 1.4.5 | Supplying and fixing sheet Metal box made out of 18 SWG sheet
metal with necessary holes for cable/conduit entry as required with one
coat of primer of approved make etc. 200 x 90 x 65 mm | Each | 179.0 | 179.0 | 40.0 | False | None | None | False | None | False | 7160.0 | 0 | 2590235 | 80553 | None | 1.4.7 | Supplying and fixing sheet Metal box made out of 18 SWG sheet
metal with necessary holes for cable/conduit entry as required with one
coat of primer of approved make etc. 200 x 200 x 65 mm | Each | 348.0 | 348.0 | 30.0 | False | None | None | False | None | False | 10440.0 | 0 | 2590236 | 80553 | None | 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box | Each | 49.0 | 49.0 | 200.0 | False | None | None | False | None | False | 9800.0 | 0 | 2590237 | 80553 | None | 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box | Each | 56.0 | 56.0 | 200.0 | False | None | None | False | None | False | 11200.0 | 0 | 2590238 | 80553 | None | 1.7.1 | 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 in brick wall | m | 29.0 | 29.0 | 650.0 | False | None | None | False | None | False | 18850.0 | 0 | 2590239 | 80553 | None | 1.13 | Supplying And Fixing Metal Fan Box with Round Hook. | No | 117.0 | 117.0 | 60.0 | False | None | None | False | None | False | 7020.0 | 0 | 2590240 | 80553 | None | 2.1.1 | 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 | 100.0 | False | None | None | False | None | False | 28500.0 | 0 | 2590241 | 80553 | None | 2.1.2 | 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.Medium point above 3Mtr upto 6Mtr from tapping point to out let via
switch | Point | 394.0 | 394.0 | 75.0 | False | None | None | False | None | False | 29550.0 | 0 | 2590242 | 80553 | None | 2.1.5 | 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. Three outlet in a row, above 6Mts upto 10Mtr from tapping point to
out let via switches | Point | 1035.0 | 1035.0 | 50.0 | False | None | None | False | None | False | 51750.0 | 0 | 2590243 | 80553 | None | 2.3.2 | 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 IS694:2010 1.5 mm2 | m | 26.0 | 26.0 | 650.0 | False | None | None | False | None | False | 16900.0 | 0 | 2590244 | 80553 | None | 2.3.3 | 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 IS694:2010 2.5 mm2 | m | 42.0 | 42.0 | 650.0 | False | None | None | False | None | False | 27300.0 | 0 | 2590245 | 80553 | None | 2.3.4 | 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 IS694:2010 4 mm2 | m | 63.0 | 63.0 | 150.0 | False | None | None | False | None | False | 9450.0 | 0 | 2590246 | 80553 | None | 3.5.2 | 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. 3 Module | Each | 161.0 | 161.0 | 150.0 | False | None | None | False | None | False | 24150.0 | 0 | 2590247 | 80553 | None | 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. 4 Module | Each | 175.0 | 175.0 | 25.0 | False | None | None | False | None | False | 4375.0 | 0 | 2590248 | 80553 | None | 3.5.5 | 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. 8 Module | Each | 284.0 | 284.0 | 3.0 | False | None | None | False | None | False | 852.0 | 0 | 2590249 | 80553 | None | 3.5.6 | 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. 10-12 Module | Each | 344.0 | 344.0 | 3.0 | False | None | None | False | None | False | 1032.0 | 0 | 2590250 | 80553 | None | 3.6.1 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch | Each | 102.0 | 102.0 | 60.0 | False | None | None | False | None | False | 6120.0 | 0 | 2590251 | 80553 | None | 3.6.2 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch | Each | 166.0 | 166.0 | 60.0 | False | None | None | False | None | False | 9960.0 | 0 | 2590252 | 80553 | None | 3.6.4 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module | Each | 357.0 | 357.0 | 60.0 | False | None | None | False | None | False | 21420.0 | 0 | 2590253 | 80553 | None | 3.6.7 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch | Each | 180.0 | 180.0 | 90.0 | False | None | None | False | None | False | 16200.0 | 0 | 2590254 | 80553 | None | 3.6.9 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch | Each | 326.0 | 326.0 | 12.0 | False | None | None | False | None | False | 3912.0 | 0 | 2590255 | 80553 | None | 3.6.10 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket | Each | 236.0 | 236.0 | 120.0 | False | None | None | False | None | False | 28320.0 | 0 | 2590256 | 80553 | None | 3.6.11 | Supplying and fixing of modular switch & connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone Socket | Each | 156.0 | 156.0 | 5.0 | False | None | None | False | None | False | 780.0 | 0 | 2590257 | 80553 | None | 3.7 | 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 | 646.0 | 646.0 | 18.0 | False | None | None | False | None | False | 11628.0 | 0 | 2590258 | 80553 | None | 5.2.1 | Supplying fully automatic star-delta starter unit push button type with
suitable wires, 3 contactors, one adjustable thermal timer mounted
on a common base plate held in steel enclosure for use on 400/440 V 3
phase and wired after fixing to the existing wooden board for motor.
| Each | 7455.0 | 7455.0 | 3.0 | False | None | None | False | None | False | 22365.0 | 0 | 2590259 | 80553 | None | 5.7.2 | Supplying & fixing of Porcelain fuse channel with cut out on
existing wooden/panel using necessary nuts, bolts and washers 32 A | Each | 241.0 | 241.0 | 14.0 | False | None | None | False | None | False | 3374.0 | 0 | 2590260 | 80553 | 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 | 2590261 | 80553 | 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 | Each | 739.0 | 739.0 | 2.0 | False | None | None | False | None | False | 1478.0 | 0 | 2590262 | 80553 | None | 5.19.8 | Supplying and fixing regular MCB distribution boards on wall/ood
board / flush mounting using required clamps, bolts, nuts etc., with
provision for fixing suitable type capacity MCB's single phase/3
phase/single door with powder coated painting Made out of 14 SWG
MS enclosure. II - Double Door 8 Way SP & N | Each | 1854.0 | 1854.0 | 6.0 | False | None | None | False | None | False | 11124.0 | 0 | 2590263 | 80553 | None | 5.19.9 | Supplying and fixing regular MCB distribution boards on wall/ood
board / flush mounting using required clamps, bolts, nuts etc., with
provision for fixing suitable type capacity MCB's single phase/3
phase/single door with powder coated painting Made out of 14 SWG
MS enclosure. II - Double Door 12 Way SP & N | Each | 2329.0 | 2329.0 | 3.0 | False | None | None | False | None | False | 6987.0 | 0 | 2590264 | 80553 | None | 5.21 | Supplying, fixing and wiring earth leakage relay with core balanced
current transformer suitable for single phase 50 Hz AC with latest
microcontroller based, digital readout of percentage leakage current,
programmable delay/auto/ manual reset facility suitable to mount on
DIN rail/ flush mounting on panel board | Each | 9255.0 | 9255.0 | 3.0 | False | None | None | False | None | False | 27765.0 | 0 | 2590265 | 80553 | None | 5.40.2 | Supplying . A rated 3phase with neutral bus bar using
required capacity electrolytic aluminium strips covered with heat
shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC
insulator which are mounted on powder coated 40x6mm M.S.flat
frame work in existing panel board. The bus bar shall have suitable
holes for termination of incoming and outgoing cables as per IS
specification with necessary bolts, nuts and washers etc., complete 250 A 4 x 30 x 10 mm Aluminium Strips | m | 3435.0 | 3435.0 | 2.5 | False | None | None | False | None | False | 8587.5 | 0 | 2590266 | 80553 | None | 5.32 | Supplying and fixing digital frequency meter with latest micro
controller technology, ultra bright 4 digit LED display, from 30-500V
AC and optional or relay output for high/low frequency and wiring
complete. | Each | 975.0 | 975.0 | 3.0 | False | None | None | False | None | False | 2925.0 | 0 | 2590267 | 80553 | None | 5.33 | Supplying of multi function digital meter with three line back light
LCD type display for voltage, Current, frequency, Power, power
factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network
with IP 54 degree of protection and completely wired as required with
communication Port and Class 0.5s accuracy | Each | 9315.0 | 9315.0 | 3.0 | False | None | None | False | None | False | 27945.0 | 0 | 2590268 | 80553 | None | 5.31 | Supplying and fixing Electronic Trivector Meter (ETV)
suitable for operation LT operation and -CT operated meter in
polycarbonate body in class 0.5 accuracy as per IS 14697 and
completely wired | Each | 4390.0 | 4390.0 | 3.0 | False | None | None | False | None | False | 13170.0 | 0 | 2590269 | 80553 | None | 12.56 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.
cutouts and other equipment's on the meter board using 40 mm dia
2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be
filled with equal proportion of salt and charcoal 150 mm all-round the
pipe to complete depth. The connection from the pipe to the conduit
etc., is to be established through GI wire of size as per lSI specification
7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts
etc., the pipe shall have 16 through holes of 12 mm dia | No | 3510.0 | 3510.0 | 3.0 | False | None | None | False | None | False | 10530.0 | 0 | 2590270 | 80553 | None | 32.07 | 1.1 kV, XLPE or Heat resistant PVC
insulated, PVC exutruted Inner Seath
Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip
thickness and resistivity as per IS-3975 25 Sqmm, 3.5 Core, (12 GI Strips-4 x 0.8 mm) | Km | 139549.0 | 139549.0 | 0.1 | False | None | None | False | None | False | 13954.9 | 0 | 2590271 | 80553 | None | 12.60.6 | Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is noncorrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm 6ft copper bonded rod with backfill compound. | Kit | 6230.0 | 6230.0 | 3.0 | False | None | None | False | None | False | 18690.0 | 0 | 2590272 | 80553 | None | 6.2.1 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades
suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300 mm) | Each | 2969.0 | 2969.0 | 21.0 | False | None | None | False | None | False | 62349.0 | 0 | 2590273 | 80553 | None | 6.3.1 | Supplying capacitor type ceiling fan complete with down rod blades,
shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase
AC supply conforming to ISS-374- 1979 and with double ball bearing
system 48" Sweep (1200 mm) Regular model | Each | 2984.0 | 2984.0 | 60.0 | False | None | None | False | None | False | 179040.0 | 0 | 2590274 | 80553 | None | 9.3.5 | Supplying, erecting, testing & commissioning of ON-LINE UPS
system suitable for operation on 230V, 50Hz, A/C supply, with
isolation transformer all accessories complete and Excluding batteries
and wiring complete. 10 kVA ON LINE UPS | Each | 103570.0 | 103570.0 | 1.0 | False | None | None | False | None | False | 103570.0 | 0 | 2590275 | 80553 | None | 9.5.7 | Supplying, installation, testing & commissioning of 12V DC, AH
batteries in poly propylene container for U.P.S. Sealed maintenance
free batteries. 100 AH capacity | Each | 12430.0 | 12430.0 | 4.0 | False | None | None | False | None | False | 49720.0 | 0 | 2590276 | 80553 | None | 11.3.2 | Supplying of .feet -PVC Batten with integrated LED tube . W
with high quality diffuser with Life of 25000 burning hours & 70%
lumen maintenance with CRI 80. Power Input: 220-240V@
50/60Hz & Power factor 0.9 along with CE approved. 2 years
Warranty against any manufacturing defect working under standard
electrical condition. LED light fitting 1 x 4' - 20/22 W | Each | 690.0 | 690.0 | 75.0 | False | None | None | False | None | False | 51750.0 | 0 | 2590277 | 80553 | None | 11.5.2 | Supply of round/square recess/surface mounted rolling type LED Down light with .W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10-12W | Each | 885.0 | 885.0 | 30.0 | False | None | None | False | None | False | 26550.0 | 0 | 2590278 | 80553 | None | 12.21 | Supplying and fixing of 5'-80 W of T8 Fluorescent Tube with 54W
power consumption with low 3mg Mercury content less phosphor
coating Operating voltage range from 180V to 265V, 50Hz AC power
Supply | No | 520.0 | 520.0 | 30.0 | False | None | None | False | None | False | 15600.0 | 0 | 2590279 | 80553 | None | 12.25.2 | Supplying of patty fitting, made out of CRCA Sheet metal body
with locking type holder completely wired with HF Electronic
Ballast, Operating voltage range from 180V to 265V, 50Hz AC
power supply excluding Tube. 1 x 4' Tube light fitting | Each | 340.0 | 340.0 | 30.0 | False | None | None | False | None | False | 10200.0 | 0 | 2590280 | 80553 | None | 12.43.2 | Supplying & Fixing of Open Type Heavy Duty Ferromagnetic Copper
Ballast for HPSV/HPMH lA: Supply of High Intensity Discharge
Electro Magnetic Ballast suitable for . W sodium vapour / Metal
Halide lamp with Copper winding of Orthocyclic winding coil.
Class H insulated dual coated copper wire. Compliance to IEC
61347-2-9 Safety & IEC60923- Performance. Winding Temperature
for HID Ballast tw = 130 deg C & temperature riseT = 70 deg C.
Operating voltage range from 180V to 265V, 50Hz AC power Supply. For 150 -W | No | 1745.0 | 1745.0 | 30.0 | False | None | None | False | None | False | 52350.0 | 0 | 2590281 | 80553 | None | 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 insulated wires, required Nos of
round blocks and clamps. | Each | 122.0 | 122.0 | 30.0 | False | None | None | False | None | False | 3660.0 | 0 | 2590282 | 80553 | None | 13.19 | Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings
indoor on the wall / ceiling / rafters / girders with necessary supporting
frame, using 2310.0076" twin twisted PVC insulated wires,
required Nos of round blocks and clamps. | Each | 490.0 | 490.0 | 30.0 | False | None | None | False | None | False | 14700.0 | 0 |
| 1707910355000 | 0 | None | None | Buildings | RAIN WATER HARVESTING | 223977.76 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2590283 | 80554 | None | CSR 2023-2024 Vol 5 Item no 10.1.7 Page No. 113 | 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 110mm dia., 6 kg/sqcm & class 3 | m | 431.55 | 431.55 | 441.6 | False | None | None | False | None | False | 190572.48 | 0 | 2590284 | 80554 | None | CSR 2023-2024 Vol 1 Item no 1.14 Page No. 8 | 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 | 91.37 | False | None | None | False | None | False | 9785.727 | 0 | 2590285 | 80554 | None | CSR 2023-2024 Vol 2 Item no 17.1 Page No. 175 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1052.1 | 1052.1 | 3.46 | False | None | None | False | None | False | 3640.266 | 0 | 2590286 | 80554 | None | CSR 2023-2024 Vol 2 Item no 17.2 Page No. 175 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. | Cum | 1245.3 | 1245.3 | 3.46 | False | None | None | False | None | False | 4308.738 | 0 | 2590287 | 80554 | None | CSR 2023-2024 Vol 2 Item no 17.3 Page No. 175 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge | Cum | 1251.6 | 1251.6 | 3.46 | False | None | None | False | None | False | 4330.536 | 0 | 2590288 | 80554 | None | CSR 2023-2024 Vol 1 Item no 1.10 Page No. 7 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 67.5 | False | None | None | False | None | False | 11340.0 | 0 |
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