| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1721913479000 | 1 | None | None | Buildings | Pre-metric Girls Hostel Bhalki - 2 Rooms - Civil | 2605874.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3623631 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth
not exceeding 300mm as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposing
off or levelling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work.
In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 30.0 | False | None | None | False | None | False | 2992.5 | 0 | | 3623632 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 1.15.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 63.72 | False | None | None | False | None | False | 24286.878 | 0 | | 3623633 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.1.2 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 9.15 | False | None | None | False | None | False | 54416.88 | 0 | | 3623634 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.2.1 | 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 | 13.36 | False | None | None | False | None | False | 88194.036 | 0 | | 3623635 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.2.1 | Centering & Shuttering Charges for Footing | Cum | 198.04 | 198.04 | 13.36 | False | None | None | False | None | False | 2645.8144 | 0 | | 3623636 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid in layers, well compacted
using needle vibrators, providing weep holes wherever necessary, including
all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other
appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 6.9 | False | None | None | False | None | False | 45810.135 | 0 | | 3623637 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.4.2 | Centering & Shuttering charges for columns | Cum | 4647.41 | 4647.41 | 2.23 | False | None | None | False | None | False | 10363.7243 | 0 | | 3623638 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.4.2 | Centering & Shuttering charges for plinth beam | Cum | 3319.58 | 3319.58 | 4.67 | False | None | None | False | None | False | 15502.4386 | 0 | | 3623639 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.5.1 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 29.38 | False | None | None | False | None | False | 204528.87 | 0 | | 3623640 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.5.1 | Centering & Shuttering charges for columns | Cum | 4873.05 | 4873.05 | 3.73 | False | None | None | False | None | False | 18176.4765 | 0 | | 3623641 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.5.1 | Centering & Shuttering charges for Lintel & beams | Cum | 4176.9 | 4176.9 | 8.01 | False | None | None | False | None | False | 33456.969 | 0 | | 3623642 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.5.2 | Centering & Shuttering charges for roof slab | Cum | 3480.75 | 3480.75 | 17.32 | False | None | None | False | None | False | 60286.59 | 0 | | 3623643 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.5.1 | Centering & Shuttering charges for chajja | Cum | 3132.68 | 3132.68 | 0.32 | False | None | None | False | None | False | 1002.4576 | 0 | | 3623644 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.11(a) | 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.
a. Buildings | Tonne | 93929.85 | 93929.85 | 4.48 | False | None | None | False | None | False | 420805.728 | 0 | | 3623645 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 5.1.1 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with :
5.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 16.29 | False | None | None | False | None | False | 95973.3495 | 0 | | 3623646 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 20.46 | False | None | None | False | None | False | 137254.887 | 0 | | 3623647 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 1.11 | Filling approved 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 | 454.65 | 454.65 | 97.86 | False | None | None | False | None | False | 44492.049 | 0 | | 3623648 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 6.8 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8367.45 | 8367.45 | 35.88 | False | None | None | False | None | False | 300224.106 | 0 | | 3623649 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 12.13.1 | 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 | 0.13 | False | None | None | False | None | False | 13488.2475 | 0 | | 3623650 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 12.51 | Fixing of door frame in an existing opening including embedding frame in
floor and walls after cutting masonry for holdfasts for embedding holdfast
in cement concrete 1:3:6 of 20mm and down size granite metal painting
two coats of coal tar to sides of frame, making good the damages to walls
and floor as required and disposal of the debris with lead upto 50 m.
including cost of materials, labour charges, complete as per specifications. | No | 1066.8 | 1066.8 | 2.0 | False | None | None | False | None | False | 2133.6 | 0 | | 3623651 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 12.21 | Providing and fixing in position fully panelled Matti/Nandi wood shutters
for doors with , stiles and rails of 30mm. thick with bottom and lock rails
180mm wide top rail and stiles 100mm wide as per drawing and panels
of 25mm thick including cost of materials, labour, usage charges complete
as per specifications. (excluding cost of fixtures) | Sqm | 6029.1 | 6029.1 | 4.2 | False | None | None | False | None | False | 25322.22 | 0 | | 3623652 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 12.32 | 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 | 50.4 | False | None | None | False | None | False | 356363.28 | 0 | | 3623653 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 11.34B | 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 | 226.8 | False | None | None | False | None | False | 43579.62 | 0 | | 3623654 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.10 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 221.55 | 221.55 | 120.16 | False | None | None | False | None | False | 26621.448 | 0 | | 3623655 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.1.1 | 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 | 156.6 | False | None | None | False | None | False | 41929.65 | 0 | | 3623656 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.51 | 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 | 239.1 | False | None | None | False | None | False | 25105.5 | 0 | | 3623657 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge | Sqm | 309.75 | 309.75 | 299.33 | False | None | None | False | None | False | 92717.4675 | 0 | | 3623658 | 131632 | None | PWD UNI SR 23-24 Vol-1 ITEM No. 2.1.3 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 12.74 | False | None | None | False | None | False | 80114.853 | 0 | | 3623659 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 9.34 | Flooring with 25mm thick polished tandur blue stone slabs using cement
mortar 1:6, 25mm thick over existing cement concrete bed or top of roof
laid to line and level and jointed with cement slurry mixed with pigment
to match the shade of the slab, , including cost of materials, labour, curing,
polishing complete as per specifications. | Sqm | 1622.25 | 1622.25 | 140.66 | False | None | None | False | None | False | 228185.685 | 0 | | 3623660 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.21 | Providing White washing with lime to give an even shade :New work (three
coats) with lime of approved quality, including cost of materials, labour
complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 27.3 | 27.3 | 120.16 | False | None | None | False | None | False | 3280.368 | 0 | | 3623661 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.25 | Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly
brooming the surface to remove all dirt, dust, mortar drops and foreign
matter including preparing the surface even and sand paper smooth, cost
of materials, labour complete as per specifications and as per directions
of Engineer-in-charge. | Sqm | 143.85 | 143.85 | 156.6 | False | None | None | False | None | False | 22526.91 | 0 | | 3623662 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New
work (Two coat applied @ 1.67L/10 m² over and including priming coat of
exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality
to give an even shade, after thoroughly brooming the surface to remove all
dirt, dust, mortar drops and foreign matter including preparing the surface
even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 182.7 | 182.7 | 299.33 | False | None | None | False | None | False | 54687.591 | 0 | | 3623663 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade.
Two coat applied @ 0.90L/10 m² over an under coat of primer applied
@0.75 L/10 m² of approved brand and manufacture to give an even shade
including preparing the surface after thorougly cleaning oil, grease, dirt
and foreign matter, sand papering and knotting , cost of materials, labour
complete as per specifications and as per directions of Engineer-in-charge | Sqm | 144.9 | 144.9 | 33.75 | False | None | None | False | None | False | 4890.375 | 0 | | 3623664 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even
shade. Two coat applied @ 0.90L/10 m² over an under coat of primer
applied @ 0.80 L/10 m² of approved brand and manufacture including
preparing the surface after thorougly cleaning oil, grease, dirt and foreign
matter, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 145.95 | 145.95 | 21.6 | False | None | None | False | None | False | 3152.52 | 0 | | 3623665 | 131632 | None | PWD UNI SR 23-24 Vol-2 ITEM No. 11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Kg | 144.9 | 144.9 | 147.42 | False | None | None | False | None | False | 21361.158 | 0 |
| | 1721913479000 | 0 | None | None | Buildings | Pre-metric Girls Hostel Bhalki - 2 Rooms - Electrification | 76837.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3623666 | 131633 | None | PWD Electrical SR 23-24, P. No. 2 It. No. 1.2.1 | Concealed couduit 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 19/20mm dia 2mm | Rmtr | 66.0 | 66.0 | 80.0 | False | None | None | False | None | False | 5280.0 | 0 | | 3623667 | 131633 | None | PWD Electrical SR 23-24, P. No. 2 It. No. 1.3.1 | Supplying heavy gauge PVC Conduit Pipe ….dia .mm
thick with suitable size bends, metal junction boxes adhesive
paste etc., by groove cutting in the wall and fixing by bracing U
or J hooks and cement plastering up to the wall surface
and run with 18 SWG GI fish wire run throughout the conduit 19/20mm dia 2mm | Rmtr | 68.0 | 68.0 | 40.0 | False | None | None | False | None | False | 2720.0 | 0 | | 3623668 | 131633 | None | PWD Electrical SR 23-24, P. No. 5 It. No. 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 IS-694:confirming to latest
amendments 2.5 Sqmm | Mtr | 42.0 | 42.0 | 120.0 | False | None | None | False | None | False | 5040.0 | 0 | | 3623669 | 131633 | None | PWD Electrical SR 23-24, P. No. 5 It. No. 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 IS-694:confirming to latest
amendments 4 Sqmm | Mtr | 63.0 | 63.0 | 60.0 | False | None | None | False | None | False | 3780.0 | 0 | | 3623670 | 131633 | None | PWD Electrical SR 23-24, P. No. 8 It. No. 3.4.3 | Supplying and flush mounting powder coated / galvanized
metal box suitable for mounting modular switch plates. The box
should be firmly flush mounted after due groove cutting in
Brick/Stone/C.C wall 4 - 5 way | Rs | 177.0 | 177.0 | 2.0 | False | None | None | False | None | False | 354.0 | 0 | | 3623671 | 131633 | None | PWD Electrical SR 23-24, P. No. 8 It. No. 3.5.3 | Supplying andfixing 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 | No | 175.0 | 175.0 | 2.0 | False | None | None | False | None | False | 350.0 | 0 | | 3623672 | 131633 | None | PWD Electrical SR 23-24, P. No. 9 It. No. 3.6.1 | Supplying and fixing of modular switch & connected accessories
on existing modular switch plate as per IS 3854 and IS 1293 6Amps one way | No | 102.0 | 102.0 | 16.0 | False | None | None | False | None | False | 1632.0 | 0 | | 3623673 | 131633 | None | PWD Electrical SR 23-24, P. No. 9 It. No. 3.6.3 | Supplying and fixing of modular switch & connected accessories
on existing modular switch plate as per IS 3854 and IS 1293 6Amps 3way socket | No | 171.0 | 171.0 | 2.0 | False | None | None | False | None | False | 342.0 | 0 | | 3623674 | 131633 | None | PWD Electrical SR 23-24, P. No. 9 It. No. 3.6.4 | Supplying and fixing of modular switch & connected accessories
on existing modular switch plate as per IS 3854 and IS 1293. Stepped Regulator | No | 357.0 | 357.0 | 4.0 | False | None | None | False | None | False | 1428.0 | 0 | | 3623675 | 131633 | None | PWD Electrical SR 23-24, P. No. 17 It. No. 5.18.1 | Supplying and 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 6-32Amps SP | No | 415.0 | 415.0 | 2.0 | False | None | None | False | None | False | 830.0 | 0 | | 3623676 | 131633 | None | PWD Electrical SR 23-24, P. No. 20 It. No. 5.41.2 | Supplying and fixing angle iron frame work fabricated out of
M.S. angle iron. and M.S. flat … with bolts, washers etc., and
painted with 2 coats of red oxide and then two coats of
approved paint. 50x50x6mm | Rmtr | 395.0 | 395.0 | 8.0 | False | None | None | False | None | False | 3160.0 | 0 | | 3623677 | 131633 | None | PWD Electrical SR 23-24, P. No. 20 It. No. 5.42.2 | Fabricating supplying and mounting MS box made out …
SWG suitable for floor / wall mounting, fully weather proof
with provision for better heat dissipation, provided with hinged
front cover, equipped with tamper proof locking arrangements,
with suitable size clamps | Sq CM | 0.43 | 0.43 | 2800.0 | False | None | None | False | None | False | 1204.0 | 0 | | 3623678 | 131633 | None | PWD Electrical SR 23-24, P. No. 55 It. No. 12.60. | Supplying & Fixing Chemical earthling for grounding.
Conduits, IC cut-outs& otherequipments backfill compound which is non- corrosive, thermally conductive, potential to
permissible limits, superior Fault conduction capacity,
nontoxic, weathe resistance & capable of achieving ohmic value Earthing | Kit | 4528.0 | 4528.0 | 1.0 | False | None | None | False | None | False | 4528.0 | 0 | | 3623679 | 131633 | None | PWD Electrical SR 23-24, P. No. 41 It. No. 6.6.2 | Digging of trench of 0.60m deep x 0.50mtrs wide refilling the
trench to the required ground level and consolidating etc.,
complete In hard soil | Mtr | 102.0 | 102.0 | 5.0 | False | None | None | False | None | False | 510.0 | 0 | | 3623680 | 131633 | None | PWD Electrical SR 23-24, P. No. 40 It. No. 6.4.4 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant
PVC insulated, PVC extruded Inner sheath armoured UG LT
cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip
thickness in average +5% and resistivity 14 Ohms/Kms (Max) as
per IS-3975 4 core 16 Sqmm | Rmtr | 150.0 | 150.0 | 10.0 | False | None | None | False | None | False | 1500.0 | 0 | | 3623681 | 131633 | None | PWD Electrical SR 23-24, P. No. 41 It. No. 6.5.1 | Labour charges for laying of 1.1KV class UG cable when
supplied agency in existing trench GI pipe/stonewere pipe/on
wall/on pole as required exising trench/duct
6 to 16 Sqmm | Mtr | 11.88 | 11.88 | 5.0 | False | None | None | False | None | False | 59.4 | 0 | | 3623682 | 131633 | None | PWD Electrical SR 23-24, P. No. 30 It. No. 6.3.1 | Supplying capacitor type ceiling fan complete with down rod
blades, snackles, canopies etc., for operation on 230 volts, 50
cycles. Single phase AC supply confirming to IS-374-1979 and
with double ball bearing system. 48" sweep (1200mm) regular
model | No | 2984.0 | 2984.0 | 4.0 | False | None | None | False | None | False | 11936.0 | 0 | | 3623683 | 131633 | None | PWD Electrical SR 23-24, P. No. 57 It. No. 13.11 | Fixing a ceiling / wall mounting fan of all capacities and all
types, with necessary clamps and 'S' hook made out of 15mm
dia MS rod, with 5 amps. ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted
wire of approved quality, mounted on a suitable size wooden | No | 315.0 | 315.0 | 4.0 | False | None | None | False | None | False | 1260.0 | 0 | | 3623684 | 131633 | None | PWD Electrical SR 23-24, P. No. 64 It. No. 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. | No | 690.0 | 690.0 | 12.0 | False | None | None | False | None | False | 8280.0 | 0 | | 3623685 | 131633 | None | PWD Electrical SR 23-24, P. No. 56 It. No. 13.7 | Fixing all types and all capacities flourescent/false ceiling/spot
light/CFL fittings indoor on the wall/ceiling/rafters/girders
using 23/0.0076" twin twisted PVC insulated wires, required
nos. of round blcks and clamps (if required) on
wall/ceiling/rafters/girders. on wall/ceiling | No | 122.0 | 122.0 | 12.0 | False | None | None | False | None | False | 1464.0 | 0 | | 3623686 | 131633 | None | PWD ELE SR 23-24 ITEM 5.18.8 | 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. 40 A TPN | No | 3044.0 | 3044.0 | 1.0 | False | None | None | False | None | False | 3044.0 | 0 | | 3623687 | 131633 | None | PWD ELE SR 23-24 ITEM 11.8.6 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing
body for optimal thermal dissipation. Lamp compartment comprising of anti
glare clear diffuser with Injection moulded polycarbonate material, delivering
superior light output Rated life Burning Hrs 50000 hr @ Lumen
Maintenance of 70%, maximum light intensity should be between 60 degrees to
70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact
resistance of complete luminaire IK08. Power Factor 0.9 with mains,
Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/
miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to
50mm. Universal Voltage driver to operate wide voltage range from 100V to
270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 &
LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with
single screw to ensure ease of maintenance at the sight site location with
minimized minimal tools. LED Light fixture with .W System Power
consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire
manufacturer should have in-house facility accredited by NABL/CPRI &
any Government certified agency & Design & Development facility
certified by ISO 9001:2008. Housing with supplier word mark /name shall be
Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years
against any manufacturing defect working under standard electrical conditions as
mentioned above should be given by LED manufacturer & Cree/Nichia/
Lumileds/Osram make LED Source. LED Streetlight 150 W | Each | 14705.0 | 14705.0 | 1.0 | False | None | None | False | None | False | 14705.0 | 0 | | 3623688 | 131633 | None | 13.2.3 | Supplying and Fixing.mm dia clampsss A GI pipe bracket upto
2.7 meters long terminated with a reducing collar of 40x25mm to
which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL
street light fitting of all capacities on rail/RCC/wall/tubular pole,
using suitable clamps, bolts, nuts and wiring using suitable capacity
wires Using 40mm dia G.I.Pipe | No | 1478.0 | 1478.0 | 1.0 | False | None | None | False | None | False | 1478.0 | 0 | | 3623689 | 131633 | None | 13.5 | Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over
existing pole / wall ceiling including clamps, bolts, nuts and wiring
using suitable capacity wires. | No | 162.0 | 162.0 | 1.0 | False | None | None | False | None | False | 162.0 | 0 | | 3623690 | 131633 | None | PWD Electrical SR 23-24, P. No. 28 It. No. 5.19.7 | Supplying and fxing regular MCB distribution boards on wall /
wood board / fush mounting using required clamps, bolts, nuts
etc., with provision for fxing suitable type capacity MCB's
single phase / 3 phase / single door with powder coated
painting. Made out of 14 SWG MS enclosure 6 Way SP & N | No | 1791.0 | 1791.0 | 1.0 | False | None | None | False | None | False | 1791.0 | 0 |
| | 1721913479000 | 1 | None | None | Buildings | Pre-metric Girls Hostel Bhalki - COMPOUND WALL AND FOOTPATH | 858259.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3623691 | 131634 | None | 2.2.1 | 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.
2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 17.94 | False | None | None | False | None | False | 118428.219 | 0 | | 3623692 | 131634 | None | 11.16.2 | Providing and fixing Steel work in built up tubular (round, square or
rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer,
including welding and bolted with special shaped washers etc. complete.
Hot finished seamless type tubes including cost of materials, labour, usage
charges of machinery complete as per specifications and as per directions
of the Engineer-in-Charge. | Kg | 154.35 | 154.35 | 288.8 | False | None | None | False | None | False | 44576.28 | 0 | | 3623693 | 131634 | None | 11.57.1 | Fencing with G.I. barbed wire Angle iron post placed at required distance
embedded in cement concrete blocks, every 15th post, last but one end
post and corner post shall be strutted on both sides and end post on
one side only and provided with horizontal lines and two diagonals
interwoven with horizontal wires, of barbed wire weighing 9.38 kg per
100 m (minimum), between the two posts fitted and fixed with G.I. staples,
turn buckles etc. complete. (Cost of posts, struts, earth work and concrete
work to be paid for separately). Payment to be made per metre cost of
total length of barbed wire used.
11.57.1 With G.I. barbed wire | Rmtr | 18.9 | 18.9 | 920.0 | False | None | None | False | None | False | 17388.0 | 0 | | 3623694 | 131634 | None | 20.89 | Repairs to plaster in patches of 2.5 m2
and less in walls, ceilings 10 to
20mm thick in cement mortar 1:4 including cutting the patches in proper
shape and replastering the surface of the wall including disposal of rubbish
with a lead of 50m including curing cost of materials, labour, complete
as per specification. | Sqm | 397.95 | 397.95 | 143.59 | False | None | None | False | None | False | 57141.6405 | 0 | | 3623695 | 131634 | None | 8.1 | Construction of cement concrete kerb with top and bottom
width 115 and 165 mm respectively, 250 mm high in M 15
grade foundation 150 mm thick, foundation having 50 mm
projection beyond kerb stone, kerb stone laid with kerb laying
machine, foundation concrete laid manually, all complete as
per clause 409
b. PCC M20 grade for kerb Cast in Situ | Rmtr | 278.25 | 278.25 | 211.0 | False | None | None | False | None | False | 58710.75 | 0 | | 3623696 | 131634 | None | 3.7 | Loosening, leveling and Compacting original ground supporting
embankment to facilitate placement of first layer of embankment,
scarified to a depth of 150 mm, mixed with water at OMC and then
compacted by rolling so as to achieve minimum dry density as
given in Table 300-2 for embankment construction. | Cum | 110.25 | 110.25 | 67.5 | False | None | None | False | None | False | 7441.875 | 0 | | 3623697 | 131634 | None | 6.8.2 | Providing and laying 80mm thick factory made precast M -30
grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS
15658 for Commercial Traffic Axle load repetitions upto 10MSA
& for Residential Streets of approved shape and colour, laid in
required pattern and including over 40mm thick compacted bed
of coarse sand, filling the joints with fine sand etc. all complete as
per the direction of Engineer-in-charge. (WMM/WBM Base to be
paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 450.0 | False | None | None | False | None | False | 548572.5 | 0 | | 3623698 | 131634 | None | item1 | KKRDB Logo Board | Each | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| | 1721913479000 | 1 | None | None | Buildings | Pre-metric Boys Hostel Warwatti B- Civil | 953243.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3623699 | 131635 | None | PWD SR 23-24 Vol -1 item 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth
not exceeding 300mm as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposing
off or levelling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. | Cum | 99.75 | 99.75 | 15.0 | False | None | None | False | None | False | 1496.25 | 0 | | 3623700 | 131635 | None | PWD SR 23-24 Vol -1 item 1.15.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 34.64 | False | None | None | False | None | False | 13203.036 | 0 | | 3623701 | 131635 | None | PWD SR 23-24 Vol -1 item 2.1.2 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications.
2.1.2 Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 2.4 | False | None | None | False | None | False | 14273.28 | 0 | | 3623702 | 131635 | None | PWD SR 23-24 Vol -1 item 2.2.1 | 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.
2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 2.59 | False | None | None | False | None | False | 17097.4965 | 0 | | 3623703 | 131635 | None | 2.2.1 | Centering & Shuttering charges for footing | Cum | 198.04 | 198.04 | 2.59 | False | None | None | False | None | False | 512.9236 | 0 | | 3623704 | 131635 | None | PWD SR 23-24 Vol -1 item 2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid in layers, well compacted
using needle vibrators, providing weep holes wherever necessary, including
all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other
appurtenances required to complete the work as per technical specifications.
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 1.88 | False | None | None | False | None | False | 12481.602 | 0 | | 3623705 | 131635 | None | 2.4.2 | Centering and Shuttering charges for columns | Cum | 4647.41 | 4647.41 | 0.52 | False | None | None | False | None | False | 2416.6532 | 0 | | 3623706 | 131635 | None | 2.4.2 | Centering and shuttering charges for Plinth beam | Cum | 3319.58 | 3319.58 | 1.36 | False | None | None | False | None | False | 4514.6288 | 0 | | 3623707 | 131635 | None | PWD SR 23-24 VOL 1 ITEM 2.5.1 | 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.
2.5.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 13.57 | False | None | None | False | None | False | 94467.555 | 0 | | 3623708 | 131635 | None | 2.5.1 | Centering and shuttering charges for columns | Cum | 4873.05 | 4873.05 | 0.92 | False | None | None | False | None | False | 4483.206 | 0 | | 3623709 | 131635 | None | 2.5.1 | Centering and shuttering charges for Lintel & beams | Cum | 4176.9 | 4176.9 | 2.59 | False | None | None | False | None | False | 10818.171 | 0 | | 3623710 | 131635 | None | 2.5.1 | Centering and shuttering charges for Roof slab | Cum | 3480.75 | 3480.75 | 10.01 | False | None | None | False | None | False | 34842.3075 | 0 | | 3623711 | 131635 | None | 2.5.1 | Centering and shuttering charges for chajja | Cum | 3132.68 | 3132.68 | 0.07 | False | None | None | False | None | False | 219.2876 | 0 | | 3623712 | 131635 | None | PWD SR 23-24 VOL 1 ITEM 2.11.a | 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.
a. Buildings | Tonne | 93929.85 | 93929.85 | 1.42 | False | None | None | False | None | False | 133380.387 | 0 | | 3623713 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 5.1.1 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with :
5.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 8.59 | False | None | None | False | None | False | 50608.4145 | 0 | | 3623714 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 5.6 | Providing and constructing laterite size stone masonry including cost
and conveyance of all materials curing etc complete as per specification
I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for
saturated dry samples - For Basement in CM 1:6. | Cum | 6770.4 | 6770.4 | 5.64 | False | None | None | False | None | False | 38185.056 | 0 | | 3623715 | 131635 | None | PWD Uni SR 23-24 Vol-1 Item no. 1.11 | Filling approved 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 | 454.65 | 454.65 | 19.05 | False | None | None | False | None | False | 8661.0825 | 0 | | 3623716 | 131635 | None | PWD Uni SR 23-24 Vol-1 Item no. 2.1.3 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 2.12 | False | None | None | False | None | False | 13331.514 | 0 | | 3623717 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 6.8 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8367.45 | 8367.45 | 10.13 | False | None | None | False | None | False | 84762.2685 | 0 | | 3623718 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 6.15 | Providing Half brick masonry with common burnt clay Non Modular
bricks of class designation 3.5 in superstructure above plinth level up
to floor 1 level 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.
| Sqm | 1084.65 | 1084.65 | 33.15 | False | None | None | False | None | False | 35956.1475 | 0 | | 3623719 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 11.3 | Providing and fixing in position collapsible steel shutters with vertical
channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size,
with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia
steel pulleys, complete with bolts, nuts, locking arrangement, stoppers,
handles, including applying a priming coat of approved steel primer
including cost of materials ,labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge | Sqm | 8689.8 | 8689.8 | 1.89 | False | None | None | False | None | False | 16423.722 | 0 | | 3623720 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with
a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam
sheet metered cut at corners & jointed 2 No.s of 150mm long brackets
of 15x15mm M.S Square tube, the entire door frame to be reinforced with
19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the
wall using M.S. Screws of 65/80mm size complete as per manufacturers
specification & direction of Engineer-in-charge. | Rmtr | 333.9 | 333.9 | 9.45 | False | None | None | False | None | False | 3155.355 | 0 | | 3623721 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 12.55.1 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled
Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and
15x15mm for top & bottom rails, covered with heat moulded Prelaminated
PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm
thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom
rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert
for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated
on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC
Designer beading on either side & joined together with solvent cement
adhesive etc., Complete as per manufacturers specification & direction of
Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.
12.55.1 -do- with both side prelam | Rmtr | 2484.3 | 2484.3 | 7.8 | False | None | None | False | None | False | 19377.54 | 0 | | 3623722 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 11.34.B | 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 | Kgs | 192.15 | 192.15 | 25.52 | False | None | None | False | None | False | 4903.668 | 0 | | 3623723 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.10 | 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 | Sqm | 221.55 | 221.55 | 35.24 | False | None | None | False | None | False | 7807.422 | 0 | | 3623724 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:
6 fine sand) including rounding off corners wherever required smooth
rendering, providing and removing scaffolding, including cost of materials,
labour, curing complete as per specifications and as per directions of
Engineer-in-charge. | Sqm | 253.05 | 253.05 | 132.6 | False | None | None | False | None | False | 33554.43 | 0 | | 3623725 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 309.75 | 309.75 | 80.26 | False | None | None | False | None | False | 24860.535 | 0 | | 3623726 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 9.9 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm
(thickness to be specified by the manufacturer) of 1st quality conforming
to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume
Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse
sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing
the joints with white cement and matching pigment etc., complete. | Sqm | 1129.8 | 1129.8 | 24.07 | False | None | None | False | None | False | 27194.286 | 0 | | 3623727 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm
thick on 10mm thick cement plaster 1:3 and jointed with white cement
slurry over existing rough plaster surface using glazed tiles of approved
make and size including cost of materials, labour, complete as per
specifications. | Sqm | 1521.45 | 1521.45 | 74.65 | False | None | None | False | None | False | 113576.2425 | 0 | | 3623728 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.21 | 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 | 27.3 | 27.3 | 35.24 | False | None | None | False | None | False | 962.052 | 0 | | 3623729 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.25 | Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly
brooming the surface to remove all dirt, dust, mortar drops and foreign
matter including preparing the surface even and sand paper smooth, cost
of materials, labour complete as per specifications and as per directions
of Engineer-in-charge. | Sqm | 143.85 | 143.85 | 57.94 | False | None | None | False | None | False | 8334.669 | 0 | | 3623730 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New
work (Two coat applied @ 1.67L/10 m² over and including priming coat of
exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality
to give an even shade, after thoroughly brooming the surface to remove all
dirt, dust, mortar drops and foreign matter including preparing the surface
even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 182.7 | 182.7 | 80.26 | False | None | None | False | None | False | 14663.502 | 0 | | 3623731 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade.
Two coat applied @ 0.90L/10 m² over an under coat of primer applied
@0.75 L/10 m² of approved brand and manufacture to give an even shade
including preparing the surface after thorougly cleaning oil, grease, dirt
and foreign matter, sand papering and knotting , cost of materials, labour
complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 144.9 | 144.9 | 3.51 | False | None | None | False | None | False | 508.599 | 0 | | 3623732 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 10.1.1 | 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.
10.1.1 Area of the slab upto 0.50 m2 | Sqm | 3624.6 | 3624.6 | 2.7 | False | None | None | False | None | False | 9786.42 | 0 | | 3623733 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 14.4.1 | Providing and fixing white vitreous china flat back or wall corner type
lipped front urinal basin of 430x260x350 mm and 340x410x265 mm
sizes respectively with automatic flushing cistern with standard flush
pipe and C.P. brass spreaders with brass unions and G.I clamps complete,
including painting of fittings and brackets, cutting and making good the
walls and floors wherever required :
14.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern | No | 4676.7 | 4676.7 | 3.0 | False | None | None | False | None | False | 14030.1 | 0 | | 3623734 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 14.1.1 | 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:
14.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with
integral type foot rests | No | 5128.2 | 5128.2 | 3.0 | False | None | None | False | None | False | 15384.6 | 0 | | 3623735 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 14.7.1 | 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:
14.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm
C.P. brass pillar taps | No | 3236.1 | 3236.1 | 1.0 | False | None | None | False | None | False | 3236.1 | 0 | | 3623736 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 14.31 | Providing and fixing 600x450 mm beveled edge mirror of superior glass
(of approved quality) complete with 6 mm thick hard board ground fixed
to wooden cleats with C.P. brass screws and washers complete | No | 1281.0 | 1281.0 | 1.0 | False | None | None | False | None | False | 1281.0 | 0 | | 3623737 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 13.34 | Providing and placing on terrace (at all floor levels) polyethylene
water storage tank, IS : 12701 marked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank. | Ltr | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3623738 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 13.4.1 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) :
13.4.1 25 mm nominal bore | No | 576.45 | 576.45 | 2.0 | False | None | None | False | None | False | 1152.9 | 0 | | 3623739 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 13.31.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 25 mm nominal dia Pipes | Rmtr | 333.9 | 333.9 | 45.0 | False | None | None | False | None | False | 15025.5 | 0 | | 3623740 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 13.31.1 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 15 mm nominal dia Pipes | Rmtr | 191.1 | 191.1 | 50.0 | False | None | None | False | None | False | 9555.0 | 0 | | 3623741 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 13.2.1 | Providing and fixing brass bib cock of approved quality :
13.2.1 15 mm nominal bore | No | 300.3 | 300.3 | 6.0 | False | None | None | False | None | False | 1801.8 | 0 | | 3623742 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 13.3.1 | Providing and fixing brass stop cock of approved quality :
13.3.1 15 mm nominal bore | No | 313.95 | 313.95 | 6.0 | False | None | None | False | None | False | 1883.7 | 0 | | 3623743 | 131635 | None | PWD Uni SR 23-24 Vol-1 Item no. 1.5.1 | Earth work excavation by manual means for drains,canals, waste weir draft,
approach channels, key trench, foundation of Bridges and such similar works,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, excavated surface leveled and sides neatly
dressed disposing off or leveling the excavated stuff or sorting & stacking the
selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost
of labour, tools, usage & other appurtenances required to complete the work.
1.5.1 In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 2.7 | False | None | None | False | None | False | 847.665 | 0 | | 3623744 | 131635 | None | PWD Uni SR 23-24 Vol-5 Item no. 10.1.7 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. PVC pipes 110mm dia., 6 kg/sqcm & Class 3 | Rmtr | 431.55 | 431.55 | 15.0 | False | None | None | False | None | False | 6473.25 | 0 | | 3623745 | 131635 | None | PWD Uni SR 23-24 Vol-2 Item no. 13.53 | Constructing brick masonry chamber for underground C.I. inspection
chamber and bends with bricks in cement mortar 1:4 (1 cement : 4
coarse sand) C.I. cover with frame (light duty) 455x610 mm internal
dimensions, total weight of cover with frame to be not less than 38
kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab
with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20
mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand
: 10 graded stone aggregate 40 mm nominal size), inside plastering 12
mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished
smooth with a floating coat of neat cement on walls and bed concrete etc.
complete as per standard design: Inside dimensions 455x610 mm and
45 cm deep for single pipe line : With common burnt clay (non modular)
bricks of class designation 3.5 | No | 5924.1 | 5924.1 | 2.0 | False | None | None | False | None | False | 11848.2 | 0 | | 3623746 | 131635 | None | PWD Uni SR 23-24 Vol-1 Item no. 1.10 | efilling 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 | 2.7 | False | None | None | False | None | False | 453.6 | 0 |
| | 1721913479000 | 1 | None | None | Buildings | L Shaped Compound wall to Pre-metric Boys Hostel Near Ambedkar Circle at Bhalki Town | 3783176.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3623747 | 131636 | None | PWD Uni SR 23-24 Vol-1 Item no. 1.15.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 112.5 | False | None | None | False | None | False | 42879.375 | 0 | | 3623748 | 131636 | None | PWD Uni SR 23-24 Vol-1 Item no. 2.1.2 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 22.5 | False | None | None | False | None | False | 133812.0 | 0 | | 3623749 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 5.1.1 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with :
5.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 72.0 | False | None | None | False | None | False | 424191.6 | 0 | | 3623750 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 54.0 | False | None | None | False | None | False | 362256.3 | 0 | | 3623751 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 6.8 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8367.45 | 8367.45 | 74.73 | False | None | None | False | None | False | 625299.5385 | 0 | | 3623752 | 131636 | None | PWD Uni SR 23-24 Vol-1 Item no. 2.2.1 | 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.
2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 14.93 | False | None | None | False | None | False | 98558.1555 | 0 | | 3623753 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 309.75 | 309.75 | 880.0 | False | None | None | False | None | False | 272580.0 | 0 | | 3623754 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New
work (Two coat applied @ 1.67L/10 m² over and including priming coat of
exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality
to give an even shade, after thoroughly brooming the surface to remove all
dirt, dust, mortar drops and foreign matter including preparing the surface
even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge.
| Sqm | 182.7 | 182.7 | 880.0 | False | None | None | False | None | False | 160776.0 | 0 | | 3623755 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 11.34B | 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. | Kgs | 192.15 | 192.15 | 1649.4 | False | None | None | False | None | False | 316932.21 | 0 | | 3623756 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.24 | Distempering with dry distemper of approved brand and manufacture
(two coats) of required shade on new work, over and including water
thinnable priming coat to give an even shade after thoroughly brooming
the surface to remove all dirt, dust, mortar drops and foreign matter
including preparing the surface even and sand paper smooth, cost of
materials, labour complete as per specifications and as per directions of
Engineer-in-charge. | Sqm | 113.4 | 113.4 | 5887.63 | False | None | None | False | None | False | 667657.242 | 0 | | 3623757 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.28 | Finishing walls with water proofing cement paint of required shade :New
work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 93.45 | 93.45 | 1534.98 | False | None | None | False | None | False | 143443.881 | 0 | | 3623758 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade.
Two coat applied @ 0.90L/10 m² over an under coat of primer applied
@0.75 L/10 m² of approved brand and manufacture to give an even shade
including preparing the surface after thorougly cleaning oil, grease, dirt
and foreign matter, sand papering and knotting , cost of materials, labour
complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 144.9 | 144.9 | 276.12 | False | None | None | False | None | False | 40009.788 | 0 | | 3623759 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even
shade. Two coat applied @ 0.90L/10 m² over an under coat of primer
applied @ 0.80 L/10 m² of approved brand and manufacture including
preparing the surface after thorougly cleaning oil, grease, dirt and foreign
matter, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 145.95 | 145.95 | 568.77 | False | None | None | False | None | False | 83011.9815 | 0 | | 3623760 | 131636 | None | PWD Uni SR 23-24 Vol-5 Item no. 10.1.7 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. PVC pipes 110mm dia., 6 kg | Rmtr | 431.55 | 431.55 | 40.0 | False | None | None | False | None | False | 17262.0 | 0 | | 3623761 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 13.53 | Constructing brick masonry chamber for underground C.I. inspection
chamber and bends with bricks in cement mortar 1:4 (1 cement : 4
coarse sand) C.I. cover with frame (light duty) 455x610 mm internal
dimensions, total weight of cover with frame to be not less than 38
kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab
with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20
mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand
: 10 graded stone aggregate 40 mm nominal size), inside plastering 12
mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished
smooth with a floating coat of neat cement on walls and bed concrete etc.
complete as per standard design: Inside dimensions 455x610 mm and
45 cm deep for single pipe line : With common burnt clay (non modular)
bricks of class designation 3.5 | No | 5924.1 | 5924.1 | 2.0 | False | None | None | False | None | False | 11848.2 | 0 | | 3623762 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 9.17.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different
sizes with water absorption less than 0.08 % and conforming to I.S. 15622,
of approved make, in all colours & shade, over 12 mm thick bed of cement
mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry
@ 3.3 kg/ m2 including grouting the joint with white cement & matching
pigments etc. complete. Size of Tile 600x600 mm | Sqm | 1233.75 | 1233.75 | 68.32 | False | None | None | False | None | False | 84289.8 | 0 | | 3623763 | 131636 | None | PWD Uni SR 23-24 Vol-2 Item no. 15.1 | 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 | 347.81 | False | None | None | False | None | False | 298368.8085 | 0 |
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