tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1724232830000 | 0 | None | None | Buildings | Ground Floor | 11178092.31 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3827278 | 145780 | None | Vol-I I no. 1.12 Page 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 | 175.0 | False | None | None | False | None | False | 17456.25 | 0 | 3827279 | 145780 | None | P:8, I.No 1.14.1 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 | 316.96 | False | None | None | False | None | False | 33946.416 | 0 | 3827280 | 145780 | None | P:8, I.No 1.14.2 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 3 m to 6 m | Cum | 122.85 | 122.85 | 132.17 | False | None | None | False | None | False | 16237.0845 | 0 | 3827281 | 145780 | 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 | 77.08 | False | None | None | False | None | False | 503166.678 | 0 | 3827282 | 145780 | None | P:15, I.No 2.2.1 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 82.36 | False | None | None | False | None | False | 543687.186 | 0 | 3827283 | 145780 | None | Vol-I S R Sl no. 1(b) Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth add 8% | Cum | 528.11 | 528.11 | 82.36 | False | None | None | False | None | False | 43495.1396 | 0 | 3827284 | 145780 | None | PWD 2023-24 S R 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 | 33.41 | False | None | None | False | None | False | 240055.8615 | 0 | 3827285 | 145780 | 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% | Cum | 5029.6 | 5029.6 | 33.41 | False | None | None | False | None | False | 168038.936 | 0 | 3827286 | 145780 | None | PWD 2023-24 S R 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 | 22.61 | False | None | None | False | None | False | 162456.2415 | 0 | 3827287 | 145780 | None | Vol-I S R Sl no. 2 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50% | Cum | 3592.57 | 3592.57 | 22.61 | False | None | None | False | None | False | 81228.0077 | 0 | 3827288 | 145780 | None | PWD 2023-24 S R 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 | 34.16 | False | None | None | False | None | False | 245444.724 | 0 | 3827289 | 145780 | None | Vol-I S R Sl no. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 4311.09 | 4311.09 | 34.16 | False | None | None | False | None | False | 147266.8344 | 0 | 3827290 | 145780 | None | PWD 2023-24 S R 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 | 76.74 | False | None | None | False | None | False | 551388.411 | 0 | 3827291 | 145780 | None | Vol-I S R Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3592.57 | 3592.57 | 76.74 | False | None | None | False | None | False | 275693.8218 | 0 | 3827292 | 145780 | None | PWD 2023-24 S R 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 | 1.99 | False | None | None | False | None | False | 14298.4485 | 0 | 3827293 | 145780 | 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% | Cum | 3233.32 | 3233.32 | 1.99 | False | None | None | False | None | False | 6434.3068 | 0 | 3827294 | 145780 | None | Vol-I I No. 2.11 (a) Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Buildings | t | 93929.85 | 93929.85 | 25.04 | False | None | None | False | None | False | 2352003.444 | 0 | 3827295 | 145780 | None | Vol-II I No. 5.3 Page No. 9 | Providing Coursed rubble masonry (second sort) with hard stone in
foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6515.25 | 6515.25 | 102.09 | False | None | None | False | None | False | 665141.8725 | 0 | 3827296 | 145780 | None | Vol-I I No. 1.11 Page No. 7 | 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 | 450.02 | False | None | None | False | None | False | 204601.593 | 0 | 3827297 | 145780 | None | Vol-II I No. 6.8 page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work | Cum | 8367.45 | 8367.45 | 126.06 | False | None | None | False | None | False | 1054800.747 | 0 | 3827298 | 145780 | None | Vol-II I No. 12.12 page no. 99 | Providing Mathi/Nandi wood frames of doors, windows, clerestory
windows, ventilators and other frames, wrought, framed or assembled
including making plaster groves (excluding cost of cement concrete and side
clamps ), but including cost of materials, labour, usage charges complete
as per specifications. | Cum | 130412.1 | 130412.1 | 3.56 | False | None | None | False | None | False | 464267.076 | 0 | 3827299 | 145780 | None | Vol-II I No. 12.15 Page No. 100 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters
for doors with stiles and rails of 40mm. 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 | 7241.85 | 7241.85 | 32.76 | False | None | None | False | None | False | 237243.006 | 0 | 3827300 | 145780 | 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 | 13.0 | False | None | None | False | None | False | 13868.4 | 0 | 3827301 | 145780 | 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 | 1789.83 | False | None | None | False | None | False | 343915.8345 | 0 | 3827302 | 145780 | None | Vol-II I no. 11.30.1 Page No. 85 | Providing & fixing glass panes with putty and glazing clips in steel
doors, windows, clerestory windows, all complete with : 4.0 mm thick
glass panes including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 957.6 | 957.6 | 26.19 | False | None | None | False | None | False | 25079.544 | 0 | 3827303 | 145780 | 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 | 127.8 | False | None | None | False | None | False | 75817.35 | 0 | 3827304 | 145780 | 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 | 1749.3 | False | None | None | False | None | False | 468375.075 | 0 | 3827305 | 145780 | None | Vol-II I no. 8.2.1 Page No. 41 | 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 | 455.71 | False | None | None | False | None | False | 141156.1725 | 0 | 3827306 | 145780 | 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 | 1697.32 | False | None | None | False | None | False | 94455.858 | 0 | 3827307 | 145780 | 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 | 1697.32 | False | None | None | False | None | False | 226337.622 | 0 | 3827308 | 145780 | None | Vol-II I no. 8.30 Page No. 46 | 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 | 455.71 | False | None | None | False | None | False | 83258.217 | 0 | 3827309 | 145780 | None | Vol-II I no. 8.33.2 Page No. 46 | 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 | 211.14 | False | None | None | False | None | False | 30594.186 | 0 | 3827310 | 145780 | None | Vol-II I No. 8.33.3 Page no. 47 | 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 | 172.22 | 172.22 | 89.85 | False | None | None | False | None | False | 15473.967 | 0 | 3827311 | 145780 | None | Vol-II I No. 9.12.5 Page No. 60 | Providing and laying vitrified floor tiles with thickness 9-10 mm in
different sizes with water absorption less than 0.08% and conforming to
IS: 15622, of approved make, in all colours and shades, laid on 20mm thick
cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement
slurry @ 3.3 kg/ m2 including grouting the joints with white cement and
matching pigments etc., complete.Size of Tile 600x1200 mm | Sqm | 1379.7 | 1379.7 | 378.44 | False | None | None | False | None | False | 522133.668 | 0 | 3827312 | 145780 | None | Vol-II I No. 9.34 Page No. 64 | 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 | 178.35 | False | None | None | False | None | False | 289328.2875 | 0 | 3827313 | 145780 | None | Vol-II 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 | 1697.32 | False | None | None | False | None | False | 178218.6 | 0 | 3827314 | 145780 | None | P:14, I.No 6.15 PWD SR 2023-24 Volume 2 | 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 | 38.83 | False | None | None | False | None | False | 42116.9595 | 0 | 3827315 | 145780 | None | Vol-II I No 12.28 Page no 101 | Providing and fixing in position fully panelled shutters of Mathi/Nandi
wood for windows with stiles and rails of 30mm thick, 75mm wide
in two halves with panels of 20mm thick including cost of materials,
labour charges, usage charges complete as per specifications. (excluding
cost of fixtures) | Sqm | 6543.6 | 6543.6 | 59.04 | False | None | None | False | None | False | 386334.144 | 0 | 3827316 | 145780 | None | Vol-II I No 12.55.1 Page no 104 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled
Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and
15x15mm for top & bottom rails, covered with heat moulded Prelaminated
PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm
thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom
rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert
for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated
on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC
Designer beading on either side & joined together with solvent cement
adhesive etc., Complete as per manufacturers specification & direction of
Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with both side prelam | Sqm | 2484.3 | 2484.3 | 12.6 | False | None | None | False | None | False | 31302.18 | 0 | 3827317 | 145780 | None | Vol-II I no 12.52 Page No 104 | Fixing of window frame in an existing opening including embedding frame
in floor and walls after cutting masonry for holdfasts for embedding
holdfast in cement concrete 1:3:6 of 20mm and down size granite metal
painting two coats of coal tar to sides of frame, making good the damages
to walls and floor as required and disposal of the debries with lead
upto 50 m. including cost of materials, labour charges, complete as per
specifications. | No | 811.65 | 811.65 | 30.0 | False | None | None | False | None | False | 24349.5 | 0 | 3827318 | 145780 | 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 | 41.13 | False | None | None | False | None | False | 38392.7985 | 0 | 3827319 | 145780 | 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 | 51.98 | False | None | None | False | None | False | 79084.971 | 0 | 3827320 | 145780 | None | Vol-II I No 11.3 Page No 77 | 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 | 4.62 | False | None | None | False | None | False | 40146.876 | 0 |
| 1724232830000 | 0 | None | None | Buildings | First Floor | 3777484.94 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3827321 | 145781 | None | PWD 2023-24 S R 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 | 7257.0 | 7257.0 | 12.72 | False | None | None | False | None | False | 92309.04 | 0 | 3827322 | 145781 | 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% | Cum | 5079.9 | 5079.9 | 12.72 | False | None | None | False | None | False | 64616.328 | 0 | 3827323 | 145781 | None | PWD 2023-24 S R 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 | 7257.0 | 7257.0 | 16.3 | False | None | None | False | None | False | 118289.1 | 0 | 3827324 | 145781 | None | Vol-I S R Sl no. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 4354.2 | 4354.2 | 16.3 | False | None | None | False | None | False | 70973.46 | 0 | 3827325 | 145781 | None | PWD 2023-24 S R 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 | 7257.0 | 7257.0 | 33.68 | False | None | None | False | None | False | 244415.76 | 0 | 3827326 | 145781 | None | Vol-I S R Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3628.5 | 3628.5 | 33.68 | False | None | None | False | None | False | 122207.88 | 0 | 3827327 | 145781 | None | PWD 2023-24 S R 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 | 7257.0 | 7257.0 | 1.24 | False | None | None | False | None | False | 8998.68 | 0 | 3827328 | 145781 | 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% | Cum | 3265.65 | 3265.65 | 1.24 | False | None | None | False | None | False | 4049.406 | 0 | 3827329 | 145781 | None | Vol-I I No. 2.11 (a) Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Buildings | t | 94869.15 | 94869.15 | 7.14 | False | None | None | False | None | False | 677365.731 | 0 | 3827330 | 145781 | None | Vol-II I No. 6.8 page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work | Cum | 8451.12 | 8451.12 | 70.11 | False | None | None | False | None | False | 592508.0232 | 0 | 3827331 | 145781 | None | Vol-II I No. 12.12 page no. 99 | Providing Mathi/Nandi wood frames of doors, windows, clerestory
windows, ventilators and other frames, wrought, framed or assembled
including making plaster groves (excluding cost of cement concrete and side
clamps ), but including cost of materials, labour, usage charges complete
as per specifications. | Cum | 131716.22 | 131716.22 | 1.72 | False | None | None | False | None | False | 226551.8984 | 0 | 3827332 | 145781 | None | Vol-II I No. 12.15 Page No. 100 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters
for doors with stiles and rails of 40mm. 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 | 7314.27 | 7314.27 | 15.12 | False | None | None | False | None | False | 110591.7624 | 0 | 3827333 | 145781 | 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 | 1271.41 | 1271.41 | 6.0 | False | None | None | False | None | False | 7628.46 | 0 | 3827334 | 145781 | 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 | 822.15 | False | None | None | False | None | False | 159554.6505 | 0 | 3827335 | 145781 | None | Vol-II I no. 11.30.1 Page No. 85 | Providing & fixing glass panes with putty and glazing clips in steel
doors, windows, clerestory windows, all complete with : 4.0 mm thick
glass panes including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 967.18 | 967.18 | 8.91 | False | None | None | False | None | False | 8617.5738 | 0 | 3827336 | 145781 | 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 | 89.25 | False | None | None | False | None | False | 53476.815 | 0 | 3827337 | 145781 | 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 | 719.53 | False | None | None | False | None | False | 194582.4979 | 0 | 3827338 | 145781 | None | Vol-II I no. 8.2.1 Page No. 41 | 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 | 312.85 | 312.85 | 405.81 | False | None | None | False | None | False | 126957.6585 | 0 | 3827339 | 145781 | 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 | 719.53 | False | None | None | False | None | False | 40444.7813 | 0 | 3827340 | 145781 | 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 | 719.53 | False | None | None | False | None | False | 96906.3004 | 0 | 3827341 | 145781 | None | Vol-II I no. 8.30 Page No. 46 | 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 | 184.53 | 184.53 | 405.81 | False | None | None | False | None | False | 74884.1193 | 0 | 3827342 | 145781 | None | Vol-II I no. 8.33.2 Page No. 46 | 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 | 146.35 | 146.35 | 104.33 | False | None | None | False | None | False | 15268.6955 | 0 | 3827343 | 145781 | None | Vol-II I No. 8.33.3 Page no. 47 | 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 | 147.41 | 147.41 | 39.15 | False | None | None | False | None | False | 5771.1015 | 0 | 3827344 | 145781 | None | Vol-II I No. 9.12.5 Page No. 60 | Providing and laying vitrified floor tiles with thickness 9-10 mm in
different sizes with water absorption less than 0.08% and conforming to
IS: 15622, of approved make, in all colours and shades, laid on 20mm thick
cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement
slurry @ 3.3 kg/ m2 including grouting the joints with white cement and
matching pigments etc., complete.Size of Tile 600x1200 mm | Sqm | 1393.5 | 1393.5 | 195.94 | False | None | None | False | None | False | 273042.39 | 0 | 3827345 | 145781 | None | Vol-II I No. 9.34 Page No. 64 | 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 | 1638.47 | 1638.47 | 60.43 | False | None | None | False | None | False | 99012.7421 | 0 | 3827346 | 145781 | None | Vol-II 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 | 719.53 | False | None | None | False | None | False | 76306.1565 | 0 | 3827347 | 145781 | None | Vol-II I No 12.28 Page no 101 | Providing and fixing in position fully panelled shutters of Mathi/Nandi
wood for windows with stiles and rails of 30mm thick, 75mm wide
in two halves with panels of 20mm thick including cost of materials,
labour charges, usage charges complete as per specifications. (excluding
cost of fixtures) | Sqm | 6609.04 | 6609.04 | 30.24 | False | None | None | False | None | False | 199857.3696 | 0 | 3827348 | 145781 | None | Vol-II I no 12.52 Page No 104 | Fixing of window frame in an existing opening including embedding frame
in floor and walls after cutting masonry for holdfasts for embedding
holdfast in cement concrete 1:3:6 of 20mm and down size granite metal
painting two coats of coal tar to sides of frame, making good the damages
to walls and floor as required and disposal of the debries with lead
upto 50 m. including cost of materials, labour charges, complete as per
specifications. | No | 819.77 | 819.77 | 15.0 | False | None | None | False | None | False | 12296.55 | 0 |
| 1724232830000 | 0 | None | None | Buildings | Terrace Floor | 537767.07 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3827349 | 145782 | None | PWD 2023-24 S R 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 | 7257.0 | 7257.0 | 3.59 | False | None | None | False | None | False | 26052.63 | 0 | 3827350 | 145782 | 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% | Cum | 5079.9 | 5079.9 | 3.59 | False | None | None | False | None | False | 18236.841 | 0 | 3827351 | 145782 | None | PWD 2023-24 S R 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 | 7257.0 | 7257.0 | 1.27 | False | None | None | False | None | False | 9216.39 | 0 | 3827352 | 145782 | None | Vol-I S R Sl no. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 4354.2 | 4354.2 | 1.27 | False | None | None | False | None | False | 5529.834 | 0 | 3827353 | 145782 | None | PWD 2023-24 S R 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 | 7257.0 | 7257.0 | 5.4 | False | None | None | False | None | False | 39187.8 | 0 | 3827354 | 145782 | None | Vol-I S R Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3628.5 | 3628.5 | 5.4 | False | None | None | False | None | False | 19593.9 | 0 | 3827355 | 145782 | None | Vol-I I No. 2.11 (a) Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Buildings | t | 94869.15 | 94869.15 | 1.16 | False | None | None | False | None | False | 110048.214 | 0 | 3827356 | 145782 | None | Vol-II I No. 6.8 page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work | Cum | 8451.12 | 8451.12 | 29.07 | False | None | None | False | None | False | 245674.0584 | 0 | 3827357 | 145782 | None | Vol-II I No 8.2.1 Page No. 40 | 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 | 312.85 | 312.85 | 108.96 | False | None | None | False | None | False | 34088.136 | 0 | 3827358 | 145782 | None | Vol-II I no. 8.30 Page No. 46 | 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 | 184.53 | 184.53 | 108.96 | False | None | None | False | None | False | 20106.3888 | 0 | 3827359 | 145782 | None | Vol-II I No 11.5.2 Page No 77 | 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 | 5308.4 | 5308.4 | 1.89 | False | None | None | False | None | False | 10032.876 | 0 |
| 1724232830000 | 0 | None | None | Buildings | Watersupply and Sanitation | 386360.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3827360 | 145783 | 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 | 2.0 | False | None | None | False | None | False | 10159.8 | 0 | 3827361 | 145783 | 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 | 4.0 | False | None | None | False | None | False | 20512.8 | 0 | 3827362 | 145783 | 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 | 4.0 | False | None | None | False | None | False | 12037.2 | 0 | 3827363 | 145783 | 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 | 18.0 | False | None | None | False | None | False | 2079.0 | 0 | 3827364 | 145783 | 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 | 16.0 | False | None | None | False | None | False | 5140.8 | 0 | 3827365 | 145783 | 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 | 18.0 | False | None | None | False | None | False | 5764.5 | 0 | 3827366 | 145783 | 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 | 6.0 | False | None | None | False | None | False | 1921.5 | 0 | 3827367 | 145783 | 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 | 4.0 | False | None | None | False | None | False | 1318.8 | 0 | 3827368 | 145783 | 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 | 4.0 | False | None | None | False | None | False | 1318.8 | 0 | 3827369 | 145783 | 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 | 4.0 | False | None | None | False | None | False | 1394.4 | 0 | 3827370 | 145783 | 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 | 4.0 | False | None | None | False | None | False | 2511.6 | 0 | 3827371 | 145783 | 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. | Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | 3827372 | 145783 | None | Vol-II I No 13.32.3 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, 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 | 200.0 | False | None | None | False | None | False | 100170.0 | 0 | 3827373 | 145783 | 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 | 50.0 | False | None | None | False | None | False | 19530.0 | 0 | 3827374 | 145783 | None | Vol-V 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 | 40.0 | False | None | None | False | None | False | 24528.0 | 0 | 3827375 | 145783 | None | Vol-V 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 | 60.0 | False | None | None | False | None | False | 25893.0 | 0 | 3827376 | 145783 | None | Vol-V 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 | 105.2 | False | None | None | False | None | False | 24301.2 | 0 | 3827377 | 145783 | None | Vo-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 | 72.0 | False | None | None | False | None | False | 7711.2 | 0 | 3827378 | 145783 | 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 | 61.5 | False | None | None | False | None | False | 10332.0 | 0 | 3827379 | 145783 | None | Vol-V 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 | 10.0 | False | None | None | False | None | False | 44478.0 | 0 | 3827380 | 145783 | None | Vol-V 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 | 2.0 | False | None | None | False | None | False | 10061.1 | 0 | 3827381 | 145783 | None | Vol-II I No 14.5.1 Page No 131 | Providing and fixing white vitreous china flat back half stall urinal
of size 580x380x350 mm with white PVC automatic flushing cistern,
with fittings, standard size C.P. brass flush pipe, spreaders with unions
and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap
with outlet grating and other couplings in C.P. brass, including painting
of fittings and cutting and making good the walls and floors wherever
required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 9074.1 | 9074.1 | 4.0 | False | None | None | False | None | False | 36296.4 | 0 |
| 1724232830000 | 0 | None | None | Buildings | Borewell with Submersible Pump | 246070.65 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3827382 | 145784 | None | V-5, Pg. No.140, Item.No:12.4 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS
or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's 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 towords yeild test etc and complete | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | 3827383 | 145784 | None | V-5 Pg. No.139, Item.No:12.1.1 | 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 50 m | m | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | 3827384 | 145784 | None | V-5 Pg. No.139, Item.No:12.1.2 | 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 100 m | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | 3827385 | 145784 | None | V-5, Pg. No.143, Item.No:12.32 | 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 | 12.0 | False | None | None | False | None | False | 24355.8 | 0 | 3827386 | 145784 | None | V-5, Pg. No.113, Item.No:10.1.9 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 160mm dia., 6 kg/sqcm & class 3 | m | 648.9 | 648.9 | 102.0 | False | None | None | False | None | False | 66187.8 | 0 | 3827387 | 145784 | None | V-5, Pg. No.95, Item.No:9.1.4 | 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 | m | 492.45 | 492.45 | 105.0 | False | None | None | False | None | False | 51707.25 | 0 | 3827388 | 145784 | None | V-5, Pg. No.151, Item.No:13.11.5 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 3 HP 5.00 HP - 90 LPM @ 110 m 10 STG Outlet Dia - 2.00 | Each | 29518.65 | 29518.65 | 1.0 | False | None | None | False | None | False | 29518.65 | 0 | 3827389 | 145784 | None | V-5, Pg. No.154, Item.No:13.22.2 | 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 | 105.0 | False | None | None | False | None | False | 9371.25 | 0 | 3827390 | 145784 | None | V-5, Pg. No.155, Item.No:13.23.2 | 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 type 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 | 3827391 | 145784 | None | V-5, Pg. No.155, Item.No:13.39 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | 3827392 | 145784 | None | V-5, Pg. No.154, Item.No:13.25.2 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 65 mm | Each | 1627.5 | 1627.5 | 1.0 | False | None | None | False | None | False | 1627.5 | 0 |
| 1724232830000 | 0 | None | None | Buildings | Septic Tank | 176820.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3827393 | 145785 | None | P:8, I.No 1.14.1 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 | 26.24 | False | None | None | False | None | False | 2810.304 | 0 | 3827394 | 145785 | 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 | 2.62 | False | None | None | False | None | False | 17102.967 | 0 | 3827395 | 145785 | None | PWD 2023-24 S R 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 | 2.25 | False | None | None | False | None | False | 16166.5875 | 0 | 3827396 | 145785 | None | Vol-I S R Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3592.57 | 3592.57 | 2.25 | False | None | None | False | None | False | 8083.2825 | 0 | 3827397 | 145785 | None | Vol-I I No. 2.11 (a) Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Buildings | t | 93929.85 | 93929.85 | 0.2 | False | None | None | False | None | False | 18785.97 | 0 | 3827398 | 145785 | None | Vol-II I No. 6.8 page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work | Cum | 8367.45 | 8367.45 | 9.53 | False | None | None | False | None | False | 79741.7985 | 0 | 3827399 | 145785 | None | Vol-II I No 8.3.1 Page No. 40 | 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-chargee | Sqm | 371.7 | 371.7 | 91.82 | False | None | None | False | None | False | 34129.494 | 0 |
| 1724232830000 | 0 | None | None | Buildings | Electrical Work | 804832.6 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3827400 | 145786 | None | Pg. No. 1 It. No. 1.2.1 PWD SR 2023-24 Vol 6 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia .mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and 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 thick | m | 69.3 | 69.3 | 420.0 | False | None | None | False | None | False | 29106.0 | 0 | 3827401 | 145786 | None | Pg. No. 1 It. No. 1.2.2 PWD SR 2023-24 Vol 6 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia .mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and 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 - 25mm dia 2mm thick | m | 81.9 | 81.9 | 230.0 | False | None | None | False | None | False | 18837.0 | 0 | 3827402 | 145786 | None | Pg. No. 1 It. No. 1.2.3 PWD SR 2023-24 Vol 6 | Concealed Conduit System Supplying heavy gauge PVC conduit pipe ……mm dia .mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and 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 - 32mm dia 2.5mm thick | m | 108.15 | 108.15 | 100.0 | False | None | None | False | None | False | 10815.0 | 0 | 3827403 | 145786 | None | Pg. No. 1 It. No. 1.3.1 PWD SR 2023-24 Vol 6 | Supplying heavy gauge PVC Conduit Pipe ….dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19/20mm dia 2mm thick | m | 71.4 | 71.4 | 120.0 | False | None | None | False | None | False | 8568.0 | 0 | 3827404 | 145786 | None | Pg. No. 1 It. No. 1.3.2 PWD SR 2023-24 Vol 6 | Supplying heavy gauge PVC Conduit Pipe ….dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25mm dia 2mm thick | m | 82.95 | 82.95 | 70.0 | False | None | None | False | None | False | 5806.5 | 0 | 3827405 | 145786 | None | Vol-6 I No 1.3.3 Page No 2 of 105 | Supplying heavy gauge PVC Conduit Pipe ….dia .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 32mm dia 2.5mm thick | m | 103.95 | 103.95 | 30.0 | False | None | None | False | None | False | 3118.5 | 0 | 3827406 | 145786 | None | Pg. No. 5 It. No. 2.2.1 PWD SR 2023-24 Vol 6 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, 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. GROUP B - Short point upto 3Mtr from tapping point to out let via switch | Point | 282.45 | 282.45 | 50.0 | False | None | None | False | None | False | 14122.5 | 0 | 3827407 | 145786 | None | Pg. No. 5 It. No. 2.2.2 PWD SR 2023-24 Vol 6 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, 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. GROUP B -Medium Point | Point | 397.95 | 397.95 | 60.0 | False | None | None | False | None | False | 23877.0 | 0 | 3827408 | 145786 | None | Pg. No. 5 It. No. 2.2.3 PWD SR 2023-24 Vol 6 | Point wiring using Copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit / casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Cable confirming to the GTP, 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. GROUP B -Long Point | Point | 582.75 | 582.75 | 44.0 | False | None | None | False | None | False | 25641.0 | 0 | 3827409 | 145786 | None | Pg. No. 10 It. No. 3.14.6 PWD SR 2023-24 Vol 6 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board. GROUP B - 6 Amps lamp holder - 6 amps batten holder lamps | Each | 74.55 | 74.55 | 96.0 | False | None | None | False | None | False | 7156.8 | 0 | 3827410 | 145786 | None | Pg. No. 43 It. No. 11.3.2 PWD SR 2023-24 Vol 6 | 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 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 light fighting 1 x4'- 20/22 w | Each | 724.5 | 724.5 | 96.0 | False | None | None | False | None | False | 69552.0 | 0 | 3827411 | 145786 | None | Pg. No. 56 It. No. 13.7.1 PWD SR 2023-24 Vol 6 | 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.On wall / ceiling / Rafter / Girders | Each | 128.1 | 128.1 | 96.0 | False | None | None | False | None | False | 12297.6 | 0 | 3827412 | 145786 | None | Pg. No. 30 It. No. 6.3.1 PWD SR 2023-24 Vol 6 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200mm) Regular model | Each | 3133.2 | 3133.2 | 44.0 | False | None | None | False | None | False | 137860.8 | 0 | 3827413 | 145786 | None | Pg. No. 57 It. No. 13.10 PWD SR 2023-24 Vol 6 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Fixing Ceiling fan | Each | 179.55 | 179.55 | 44.0 | False | None | None | False | None | False | 7900.2 | 0 | 3827414 | 145786 | None | Pg. No. 9 It. No. 3.6.4 PWD SR 2023-24 Vol 6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Stepped Fan Regulator. | Each | 374.85 | 374.85 | 44.0 | False | None | None | False | None | False | 16493.4 | 0 | 3827415 | 145786 | None | Pg. No. 4 It. No. 1.13 PWD SR 2023-24 Vol 6 | Supplying And Fixing Metal Fan Box with Round Hook.Fan Box | Each | 122.85 | 122.85 | 44.0 | False | None | None | False | None | False | 5405.4 | 0 | 3827416 | 145786 | None | Pg. No. 8 It. No. 3.4.3 PWD SR 2023-24 Vol 6 | 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 6Way | Each | 185.85 | 185.85 | 6.0 | False | None | None | False | None | False | 1115.1 | 0 | 3827417 | 145786 | None | Pg. No. 8 It. No. 3.4.5 PWD SR 2023-24 Vol 6 | 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 8Way | Each | 274.05 | 274.05 | 4.0 | False | None | None | False | None | False | 1096.2 | 0 | 3827418 | 145786 | None | Pg. No. 8 It. No. 3.4.6 PWD SR 2023-24 Vol 6 | 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 10 - 12Way | Each | 334.95 | 334.95 | 12.0 | False | None | None | False | None | False | 4019.4 | 0 | 3827419 | 145786 | None | Pg. No. 8 It. No. 3.4.8 PWD SR 2023-24 Vol 6 | 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 18Way | Each | 425.25 | 425.25 | 12.0 | False | None | None | False | None | False | 5103.0 | 0 | 3827420 | 145786 | None | Pg. No. 8 It. No. 3.5.4 PWD SR 2023-24 Vol 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. 6Module | Each | 245.7 | 245.7 | 6.0 | False | None | None | False | None | False | 1474.2 | 0 | 3827421 | 145786 | None | Pg. No. 8 It. No. 3.5.5 PWD SR 2023-24 Vol 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. 8Module | Each | 298.2 | 298.2 | 4.0 | False | None | None | False | None | False | 1192.8 | 0 | 3827422 | 145786 | None | Pg. No.8 It. No. 3.5.6 PWD SR 2023-24 Vol 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. 10-12Module | Each | 361.2 | 361.2 | 12.0 | False | None | None | False | None | False | 4334.4 | 0 | 3827423 | 145786 | None | Pg. No. 8 It. No. 3.5.8 PWD SR 2023-24 Vol 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 18Module | Each | 479.85 | 479.85 | 12.0 | False | None | None | False | None | False | 5758.2 | 0 | 3827424 | 145786 | None | Pg. No. 9 It. No. 3.6.1 PWD SR 2023-24 Vol 6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6Amps one way Switch | Each | 107.1 | 107.1 | 180.0 | False | None | None | False | None | False | 19278.0 | 0 | 3827425 | 145786 | None | Pg. No. 9 It. No. 3.6.3 PWD SR 2023-24 Vol 6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6Amps 3way socket | Each | 179.55 | 179.55 | 40.0 | False | None | None | False | None | False | 7182.0 | 0 | 3827426 | 145786 | None | Pg. No. 9 It. No. 3.6.7 PWD SR 2023-24 Vol 6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.16Amps one way switch | Each | 189.0 | 189.0 | 10.0 | False | None | None | False | None | False | 1890.0 | 0 | 3827427 | 145786 | None | Pg. No. 9 It. No. 3.6.9 PWD SR 2023-24 Vol 6 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.32Amps DP switch | Each | 342.3 | 342.3 | 8.0 | False | None | None | False | None | False | 2738.4 | 0 | 3827428 | 145786 | None | Pg. No. 10 It. No. 3.14.5 PWD SR 2023-24 Vol 6 | Supplying and fixing/replacing of 6/16/32Amps electrical accessories on existing switch board.6Amps Bakelite ceiling rose | Each | 81.9 | 81.9 | 6.0 | False | None | None | False | None | False | 491.4 | 0 | 3827429 | 145786 | None | Pg. No. 30 It. No. 6.2.2 PWD SR 2023-24 Vol 6 | Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.15" Sweep (450mm) | Each | 4668.3 | 4668.3 | 10.0 | False | None | None | False | None | False | 46683.0 | 0 | 3827430 | 145786 | None | Pg. No. 57 It. No. 13.13 PWD SR 2023-24 Vol 6 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with sufficientlength of 23 / 0.0076 inch PVC insulated twin core wire. | Each | 742.35 | 742.35 | 10.0 | False | None | None | False | None | False | 7423.5 | 0 | 3827431 | 145786 | None | Pg. No. 5 It. No. 2.3.1 PWD SR 2023-24 Vol 6 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system of wiring with specified IS 694:confirming to latestamendments. 1sqmm | m | 19.95 | 19.95 | 600.0 | False | None | None | False | None | False | 11970.0 | 0 | 3827432 | 145786 | None | Pg. No. 5 It. No. 2.3.2 PWD SR 2023-24 Vol 6 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system of wiring with specified IS 694:confirming to latestamendments. 1.5 sqmm | m | 27.3 | 27.3 | 1150.0 | False | None | None | False | None | False | 31395.0 | 0 | 3827433 | 145786 | None | Pg. No. 5 It. No. 2.3.3 PWD SR 2023-24 Vol 6 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system of wiring with specified IS 694:confirming to latestamendments. 2.5 sqmm | m | 44.1 | 44.1 | 300.0 | False | None | None | False | None | False | 13230.0 | 0 | 3827434 | 145786 | None | Pg. No. 5 It. No. 2.3.4 PWD SR 2023-24 Vol 6 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with lowconductor resistance single core in open or concealed system of wiring with specified IS 694:confirming to latestamendments. 4 sqmm | Each | 66.15 | 66.15 | 250.0 | False | None | None | False | None | False | 16537.5 | 0 | 3827435 | 145786 | None | Pg. No. 17 It. No. 5.18.8 PWD SR 2023-24 Vol 6 | Supplying and fixing regular MCB distribution boards on wall / wood 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.12Way SP &N | Each | 3196.2 | 3196.2 | 2.0 | False | None | None | False | None | False | 6392.4 | 0 | 3827436 | 145786 | None | Pg. No. 17 It. No. 5.18.1 PWD SR 2023-24 Vol 6 | 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 | Each | 435.75 | 435.75 | 16.0 | False | None | None | False | None | False | 6972.0 | 0 | 3827437 | 145786 | None | Pg. No. 17 It. No. 5.18.4 PWD SR 2023-24 Vol 6 | 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. 6-32 Amps DP | Each | 775.95 | 775.95 | 4.0 | False | None | None | False | None | False | 3103.8 | 0 | 3827438 | 145786 | None | Pg. No. 18 It. No. 5.20.4 PWD SR 2023-24 Vol 6 | Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 32-40 Amps 2 pole | Each | 4786.95 | 4786.95 | 2.0 | False | None | None | False | None | False | 9573.9 | 0 | 3827439 | 145786 | None | Pg. No. 46 It. No. 11.8.6 PWD SR 2023-24 Vol 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 greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting 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 Efficiencygreater than130lm/w, nominal CRI greater than75. 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.32-40 Amps 2 pole LED Streetlight 150 Watts | Each | 15440.25 | 15440.25 | 3.0 | False | None | None | False | None | False | 46320.75 | 0 | 3827440 | 145786 | None | Pg. No. 56 It. No. 13.2.2 PWD SR 2023-24 Vol 6 | Supplying and Fixing.mm dia class A GI pipe bracket up to 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 32mm dia G.I.Pipe | Each | 1359.75 | 1359.75 | 3.0 | False | None | None | False | None | False | 4079.25 | 0 | 3827441 | 145786 | None | Pg. No. 20 It. No. 5.42.3 PWD SR 2023-24 Vol 6 | 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 with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.18SWG | Sq CM | 0.4 | 0.4 | 100000.0 | False | None | None | False | None | False | 40000.0 | 0 | 3827442 | 145786 | None | Pg. No. 17 It. No. 5.15.2 PWD SR 2023-24 Vol 6 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947. ( Icu = Ics)125 Amps 25kA. | Each | 9027.9 | 9027.9 | 1.0 | False | None | None | False | None | False | 9027.9 | 0 | 3827443 | 145786 | None | Pg. No. 16 It. No. 5.14.6 PWD SR 2023-24 Vol 6 | Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.50 Amps | Each | 8279.25 | 8279.25 | 3.0 | False | None | None | False | None | False | 24837.75 | 0 | 3827444 | 145786 | None | Pg. No. 18 It. No. 5.18.9 PWD SR 2023-24 Vol 6 | 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 60898.50-63Amps TPN | Each | 3242.4 | 3242.4 | 10.0 | False | None | None | False | None | False | 32424.0 | 0 | 3827445 | 145786 | None | Pg. No. 15 It. No. 5.11.3 PWD SR 2023-24 Vol 6 | Supplying of on load change over switches 4 poles,
AC-23A Duty, 415V, 50Hz, AC Supply. (Open Execution)125Amps | Each | 10842.3 | 10842.3 | 1.0 | False | None | None | False | None | False | 10842.3 | 0 | 3827446 | 145786 | None | Pg. No. 18 It. No. 5.21 PWD SR 2023-24 Vol 6 | 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 | 9717.75 | 9717.75 | 1.0 | False | None | None | False | None | False | 9717.75 | 0 | 3827447 | 145786 | None | Pg. No. 18 It. No. 5.29 PWD SR 2023-24 Vol 6 | Supplying, fixing and wiring 3 Phase Digital Ammeter /
Voltmeter. | Each | 1496.25 | 1496.25 | 1.0 | False | None | None | False | None | False | 1496.25 | 0 | 3827448 | 145786 | None | Pg. No. 19 It. No. 5.38 PWD SR 2023-24 Vol 6 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C. 50 Hz 12/24v D.C. | Each | 540.75 | 540.75 | 3.0 | False | None | None | False | None | False | 1622.25 | 0 | 3827449 | 145786 | None | Pg. No. 20 It. No. 5.40.1 PWD SR 2023-24 Vol 6 | Supplying . amps 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.100 A 4 x 30 x 6 mm Aluminium Strips | Each | 2588.25 | 2588.25 | 6.0 | False | None | None | False | None | False | 15529.5 | 0 | 3827450 | 145786 | None | Pg. No. 47 It. No. 11.11.6 PWD SR 2023-24 Vol 6 | Supplying & fixing of retrofit type - LED bulb.W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRIgreater than 70%. efficacy greater than80 lumen per watt, lifegreater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF greater than 0.95, power loss should Lesser than 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. *- 15W, 6500K | Each | 342.3 | 342.3 | 10.0 | False | None | None | False | None | False | 3423.0 | 0 |
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