| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1721647405000 | 0 | None | None | Buildings | Postmortem Room | 808688.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3580584 | 130222 | 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 | 64.0 | False | None | None | False | None | False | 6384.0 | 0 | | 3580585 | 130222 | 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 | 30.46 | False | None | None | False | None | False | 3262.266 | 0 | | 3580586 | 130222 | 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 Depth 3 m to 6 m | Cum | 122.85 | 122.85 | 4.05 | False | None | None | False | None | False | 497.5425 | 0 | | 3580587 | 130222 | 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 | 5.53 | False | None | None | False | None | False | 36099.0105 | 0 | | 3580588 | 130222 | 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 | 3.89 | False | None | None | False | None | False | 25679.2515 | 0 | | 3580589 | 130222 | 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 | 3.89 | False | None | None | False | None | False | 2054.3479 | 0 | | 3580590 | 130222 | 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 | 2.12 | False | None | None | False | None | False | 15232.518 | 0 | | 3580591 | 130222 | 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 | 2.12 | False | None | None | False | None | False | 10662.752 | 0 | | 3580592 | 130222 | 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 | 1.33 | False | None | None | False | None | False | 9556.2495 | 0 | | 3580593 | 130222 | 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 | 1.33 | False | None | None | False | None | False | 4778.1181 | 0 | | 3580594 | 130222 | 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 | 1.79 | False | None | None | False | None | False | 12861.4185 | 0 | | 3580595 | 130222 | 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 | 1.79 | False | None | None | False | None | False | 7716.8511 | 0 | | 3580596 | 130222 | 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 | 3.5 | False | None | None | False | None | False | 25148.025 | 0 | | 3580597 | 130222 | 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 | 3.5 | False | None | None | False | None | False | 12573.995 | 0 | | 3580598 | 130222 | 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 | 1.46 | False | None | None | False | None | False | 137137.581 | 0 | | 3580599 | 130222 | 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 | 12.75 | False | None | None | False | None | False | 83069.4375 | 0 | | 3580600 | 130222 | None | Vol-II I No. 5.4 Page No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 2.79 | False | None | None | False | None | False | 18716.5755 | 0 | | 3580601 | 130222 | 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 | 21.03 | False | None | None | False | None | False | 9561.2895 | 0 | | 3580602 | 130222 | 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 | 10.36 | False | None | None | False | None | False | 86686.782 | 0 | | 3580603 | 130222 | None | Vol-II I No. 12.13.1 page no. 100 | Providing Salwood frames of doors, windows, clerestory windows,
ventilators and other frames, wrought, framed or assembled including
making plaster groves (excluding cost of cement concrete and side clamps),
but including cost of materials, labour, usage charges complete as per
specifications. | Cum | 103755.75 | 103755.75 | 0.07 | False | None | None | False | None | False | 7262.9025 | 0 | | 3580604 | 130222 | None | Vol-II I No. 12.15 Page No. 101 | Providing and fixing in position fully panelled Honne 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 | 7816.2 | 7816.2 | 2.52 | False | None | None | False | None | False | 19696.824 | 0 | | 3580605 | 130222 | 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 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 | | 3580606 | 130222 | 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 | 22.68 | False | None | None | False | None | False | 4357.962 | 0 | | 3580607 | 130222 | 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 | 1.08 | False | None | None | False | None | False | 1034.208 | 0 | | 3580608 | 130222 | 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 | 47.2 | False | None | None | False | None | False | 28001.4 | 0 | | 3580609 | 130222 | 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 | 28.02 | False | None | None | False | None | False | 7502.355 | 0 | | 3580610 | 130222 | 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 | 48.03 | False | None | None | False | None | False | 14877.2925 | 0 | | 3580611 | 130222 | 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 | 79.1 | False | None | None | False | None | False | 29401.47 | 0 | | 3580612 | 130222 | None | Vol-II I No. 8.19.2 Page No. 45 | Providing Raised and cut pointing: Pointing on stone work with cement
mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely
lining, including cost of materials, labour, curing as per specifications and
as per directions of Engineer-in-charge. | Sqm | 486.15 | 486.15 | 11.6 | False | None | None | False | None | False | 5639.34 | 0 | | 3580613 | 130222 | 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 | 76.05 | False | None | None | False | None | False | 4232.1825 | 0 | | 3580614 | 130222 | 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 | 76.05 | False | None | None | False | None | False | 10141.2675 | 0 | | 3580615 | 130222 | 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 | 90.7 | False | None | None | False | None | False | 16570.89 | 0 | | 3580616 | 130222 | 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 | 5.8 | False | None | None | False | None | False | 840.42 | 0 | | 3580617 | 130222 | 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 | 145.95 | 145.95 | 2.16 | False | None | None | False | None | False | 315.252 | 0 | | 3580618 | 130222 | None | Vol-II I No. 9.22.5 Page No. 62 | Providing and laying Polished Glazed Vitrified tiles with thickness 10
mm in floor with different sizes with water absorption less than 0.08%
and conforming to IS:15622, of approved brand & manufacturer, in all
colours and shade, laid with cement based high polymer modified quick
set tile adhesive (water based) conforming to IS : 15477, in average 6 mm
thickness, including grouting of joints (Payment for grouting of joints to
be made separately). Size of Tile 600x1200 mm | Sqm | 2089.5 | 2089.5 | 15.23 | False | None | None | False | None | False | 31823.085 | 0 | | 3580619 | 130222 | None | Vol-II I No. 9.30 Page No. 64 | Providing and laying flooring and steps fine machine polished granite stone
slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished
with cement mortar 1:3 over existing cement concrete bed , including
cost of materials, mortar, labour, curing complete as per specifications. | Sqm | 5594.4 | 5594.4 | 17.17 | False | None | None | False | None | False | 96055.848 | 0 | | 3580620 | 130222 | 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 | 76.05 | False | None | None | False | None | False | 7985.25 | 0 | | 3580621 | 130222 | None | Vol-II I No. 6.15 Page No 14 | 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 | 11.6 | False | None | None | False | None | False | 12581.94 | 0 | | 3580622 | 130222 | 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 | 2.0 | False | None | None | False | None | False | 1623.3 | 0 |
| | 1721647405000 | 0 | None | None | Buildings | Water Supply and Sanitation | 93608.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3580623 | 130223 | None | Vol-II I No. 14.7.1 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 630x450 mm with a pair of 15 mm
C.P. brass pillar taps | Each | 3236.1 | 3236.1 | 2.0 | False | None | None | False | None | False | 6472.2 | 0 | | 3580624 | 130223 | None | Vol-II I No 14.8 Page No 133 | Providing and fixing white vitreous china pedestal for wash basin
completely recessed at the back for the reception of pipes and fittings. | Each | 1494.15 | 1494.15 | 2.0 | False | None | None | False | None | False | 2988.3 | 0 | | 3580625 | 130223 | 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 | 2.0 | False | None | None | False | None | False | 231.0 | 0 | | 3580626 | 130223 | 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 | 3.0 | False | None | None | False | None | False | 963.9 | 0 | | 3580627 | 130223 | 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 | 2.0 | False | None | None | False | None | False | 640.5 | 0 | | 3580628 | 130223 | 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 | 2.0 | False | None | None | False | None | False | 659.4 | 0 | | 3580629 | 130223 | 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 | 1.0 | False | None | None | False | None | False | 329.7 | 0 | | 3580630 | 130223 | 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 | 1.0 | False | None | None | False | None | False | 348.6 | 0 | | 3580631 | 130223 | 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 | 1.0 | False | None | None | False | None | False | 627.9 | 0 | | 3580632 | 130223 | None | Vol-II I No 13.34 Page No 123 | Providing and placing on terrace (at all floor levels) polyethylene
water storage tank, IS : 12701 marked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank | l | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3580633 | 130223 | 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 | 20.0 | False | None | None | False | None | False | 10017.0 | 0 | | 3580634 | 130223 | 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 | 35.0 | False | None | None | False | None | False | 13671.0 | 0 | | 3580635 | 130223 | 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 | 20.0 | False | None | None | False | None | False | 12264.0 | 0 | | 3580636 | 130223 | 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 | 25.0 | False | None | None | False | None | False | 10788.75 | 0 | | 3580637 | 130223 | 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 | 16.0 | False | None | None | False | None | False | 3696.0 | 0 | | 3580638 | 130223 | None | Vol-I I No 1.14.1 Page No 8 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 10.8 | False | None | None | False | None | False | 1156.68 | 0 | | 3580639 | 130223 | 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 | 9.0 | False | None | None | False | None | False | 1512.0 | 0 | | 3580640 | 130223 | 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 | 4.0 | False | None | None | False | None | False | 17791.2 | 0 |
| | 1721647405000 | 0 | None | None | Buildings | Sinking of Borewell | 291068.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3580641 | 130224 | 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 | | 3580642 | 130224 | 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 | | 3580643 | 130224 | 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 | | 3580644 | 130224 | None | V-5 Pg. No.139, Item.No:12.1.3 | 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 100 to 150 | m | 517.65 | 517.65 | 45.0 | False | None | None | False | None | False | 23294.25 | 0 | | 3580645 | 130224 | 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 | | 3580646 | 130224 | None | V-5, Pg. No.113, Item.No:10.19 | 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 | 122.0 | False | None | None | False | None | False | 79165.8 | 0 | | 3580647 | 130224 | 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 | 120.0 | False | None | None | False | None | False | 59094.0 | 0 | | 3580648 | 130224 | 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 | | 3580649 | 130224 | 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 | 120.0 | False | None | None | False | None | False | 10710.0 | 0 | | 3580650 | 130224 | 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 | Each | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | | 3580651 | 130224 | 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 | | 3580652 | 130224 | 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 |
| | 1721647405000 | 0 | None | None | Buildings | Meeting Room | 825187.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3580653 | 130225 | 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 | 64.0 | False | None | None | False | None | False | 6384.0 | 0 | | 3580654 | 130225 | 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 | 30.46 | False | None | None | False | None | False | 3262.266 | 0 | | 3580655 | 130225 | 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
Depth 3 m to 6 m | Cum | 122.85 | 122.85 | 4.05 | False | None | None | False | None | False | 497.5425 | 0 | | 3580656 | 130225 | 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 | 5.53 | False | None | None | False | None | False | 36099.0105 | 0 | | 3580657 | 130225 | 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 | 3.89 | False | None | None | False | None | False | 25679.2515 | 0 | | 3580658 | 130225 | 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 | 3.89 | False | None | None | False | None | False | 2054.3479 | 0 | | 3580659 | 130225 | 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 | 2.12 | False | None | None | False | None | False | 15232.518 | 0 | | 3580660 | 130225 | 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 | 2.12 | False | None | None | False | None | False | 10662.752 | 0 | | 3580661 | 130225 | 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 | 1.33 | False | None | None | False | None | False | 9556.2495 | 0 | | 3580662 | 130225 | 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 | 1.33 | False | None | None | False | None | False | 4778.1181 | 0 | | 3580663 | 130225 | 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 | 1.79 | False | None | None | False | None | False | 12861.4185 | 0 | | 3580664 | 130225 | 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 | 1.79 | False | None | None | False | None | False | 7716.8511 | 0 | | 3580665 | 130225 | 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 | 3.5 | False | None | None | False | None | False | 25148.025 | 0 | | 3580666 | 130225 | 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 | 3.5 | False | None | None | False | None | False | 12573.995 | 0 | | 3580667 | 130225 | 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 | 1.43 | False | None | None | False | None | False | 134319.6855 | 0 | | 3580668 | 130225 | 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 | 12.75 | False | None | None | False | None | False | 83069.4375 | 0 | | 3580669 | 130225 | None | Vol-II I No. 5.4 Page No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 2.79 | False | None | None | False | None | False | 18716.5755 | 0 | | 3580670 | 130225 | 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 | 21.03 | False | None | None | False | None | False | 9561.2895 | 0 | | 3580671 | 130225 | 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 | 9.7 | False | None | None | False | None | False | 81164.265 | 0 | | 3580672 | 130225 | None | Vol-II I No. 12.13.1 page no. 100 | Providing Salwood frames of doors, windows, clerestory windows,
ventilators and other frames, wrought, framed or assembled including
making plaster groves (excluding cost of cement concrete and side clamps),
but including cost of materials, labour, usage charges complete as per
specifications. | Cum | 103755.75 | 103755.75 | 0.07 | False | None | None | False | None | False | 7262.9025 | 0 | | 3580673 | 130225 | None | Vol-II I No. 12.15 Page No. 101 | Providing and fixing in position fully panelled Honne 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 | 7816.2 | 7816.2 | 2.52 | False | None | None | False | None | False | 19696.824 | 0 | | 3580674 | 130225 | 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 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 | | 3580675 | 130225 | 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 | 83.16 | False | None | None | False | None | False | 15979.194 | 0 | | 3580676 | 130225 | None | Vol-II I No. 12.90 page No. 110 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi
chambered UPVC(Matching to RAL-9016) sections and with minimum
TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and
lead free, gaskets -grey colour having isolated drainage and reinforced with
Galvanized Iron profile through-out the window frame. The outer frame
having an overall size of 108mm width x 45mmheight with reinforcement
of 1mm thickness and Sash with overall size of 39mm x 75mm with GI
reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded
Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows
shall be provided with 6mm plain float glass, standard hardware& Multi
point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The
cost is inclusive of all fixtures and separate charges for minor T&P's shall
not be made) | Sqm | 7070.7 | 7070.7 | 2.88 | False | None | None | False | None | False | 20363.616 | 0 | | 3580677 | 130225 | 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 | 1.08 | False | None | None | False | None | False | 1034.208 | 0 | | 3580678 | 130225 | 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 | 47.2 | False | None | None | False | None | False | 28001.4 | 0 | | 3580679 | 130225 | 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 | 28.02 | False | None | None | False | None | False | 7502.355 | 0 | | 3580680 | 130225 | 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 | 48.03 | False | None | None | False | None | False | 14877.2925 | 0 | | 3580681 | 130225 | 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 | 79.1 | False | None | None | False | None | False | 29401.47 | 0 | | 3580682 | 130225 | None | Vol-II I No. 8.19.2 Page No. 45 | Providing Raised and cut pointing: Pointing on stone work with cement
mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely
lining, including cost of materials, labour, curing as per specifications and
as per directions of Engineer-in-charge. | Sqm | 486.15 | 486.15 | 11.6 | False | None | None | False | None | False | 5639.34 | 0 | | 3580683 | 130225 | 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 | 76.05 | False | None | None | False | None | False | 4232.1825 | 0 | | 3580684 | 130225 | 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 | 76.05 | False | None | None | False | None | False | 10141.2675 | 0 | | 3580685 | 130225 | 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 | 90.7 | False | None | None | False | None | False | 16570.89 | 0 | | 3580686 | 130225 | 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 | 5.8 | False | None | None | False | None | False | 840.42 | 0 | | 3580687 | 130225 | 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 | 145.95 | 145.95 | 7.92 | False | None | None | False | None | False | 1155.924 | 0 | | 3580688 | 130225 | None | Vol-II I No. 9.22.5 Page No. 62 | Providing and laying Polished Glazed Vitrified tiles with thickness 10
mm in floor with different sizes with water absorption less than 0.08%
and conforming to IS:15622, of approved brand & manufacturer, in all
colours and shade, laid with cement based high polymer modified quick
set tile adhesive (water based) conforming to IS : 15477, in average 6 mm
thickness, including grouting of joints (Payment for grouting of joints to
be made separately). Size of Tile 600x1200 mm | Sqm | 2089.5 | 2089.5 | 15.23 | False | None | None | False | None | False | 31823.085 | 0 | | 3580689 | 130225 | None | Vol-II I No. 9.30 Page No. 64 | Providing and laying flooring and steps fine machine polished granite stone
slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished
with cement mortar 1:3 over existing cement concrete bed , including
cost of materials, mortar, labour, curing complete as per specifications. | Sqm | 5594.4 | 5594.4 | 17.17 | False | None | None | False | None | False | 96055.848 | 0 | | 3580690 | 130225 | None | Vol-II I No 6.15 Page No 14 | 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 | 11.6 | False | None | None | False | None | False | 12581.94 | 0 | | 3580691 | 130225 | 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 | 2.0 | False | None | None | False | None | False | 1623.3 | 0 |
| | 1721647405000 | 0 | None | None | Buildings | Electrical work | 99811.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3580692 | 130226 | None | 1.1.2 | SupplyingheavygaugePVCconduitpipe.dia.mmthickconfirmingtoIS2509withsuitablesizebends,junctionboxes,adhesivepasteetc,andfixingusinginvertedwoodplugsincaseofRCCceilingandRCCwall/stonestructureorrawlplugsincaseofbrickwallsandcementplasteringthedamagedportionusingheavygauge saddles at an interval of 700mm using NF screws. 25 mm dia 2 mm thick | m | 85.05 | 85.05 | 100.0 | False | None | None | False | None | False | 8505.0 | 0 | | 3580693 | 130226 | None | 2.2.1 | SupplyingandwiringadoptingloopsysteminexistingPVCConduit/casingcappingcasingcappingusing2x1.5Sqmm(Phase&Neutral)&1x1.0sqmm(Earthwire)FRLSmultistrandPVCinsulatedcopperwire(confirmingtoIS-694:andlatestamendments)without controlswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminatedwithsufficientlooselength in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch box | Point | 282.45 | 282.45 | 4.0 | False | None | None | False | None | False | 1129.8 | 0 | | 3580694 | 130226 | None | 2.2.2 | SupplyingandwiringadoptingloopsysteminexistingPVCConduit/casingcappingcasingcappingusing2x1.5Sqmm(Phase&Neutral)&1x1.0sqmm(Earthwire)FRLSmultistrandPVCinsulatedcopperwire(confirmingtoIS-694:andlatestamendments)without controlswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminatedwithsufficientlooselength in a wood/PVC round block. complete for each outlet.Mediumpointabove3Mtrupto6Mtrfromtappingpointtooutletviaswitch box | Point | 397.95 | 397.95 | 4.0 | False | None | None | False | None | False | 1591.8 | 0 | | 3580695 | 130226 | None | 2.2.3 | SupplyingandwiringadoptingloopsysteminexistingPVCConduit/casingcappingcasingcappingusing2x1.5Sqmm(Phase&Neutral)&1x1.0sqmm(Earthwire)FRLSmultistrandPVCinsulatedcopperwire(confirmingtoIS-694:andlatestamendments)without controlswitchshallbefixedontheexistingplasticsheet/gangbox,theotherendofthewiresshallbeterminatedwithsufficientlooselength in a wood/PVC round block. complete for each outlet.Longpointabove6Mtrupto10Mtrfromtappingpointtooutletviaswitch box | Point | 582.75 | 582.75 | 4.0 | False | None | None | False | None | False | 2331.0 | 0 | | 3580696 | 130226 | None | 3.4.4 | Supplyingandflushmountingpowdercoated/galvanizedmetalboxsuitableformountingmodularswitchplates.Theboxshouldbefirmlyflush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way | Each | 231.0 | 231.0 | 2.0 | False | None | None | False | None | False | 462.0 | 0 | | 3580697 | 130226 | None | 3.4.6 | Supplyingandflushmountingpowdercoated/galvanizedmetalboxsuitableformountingmodularswitchplates.Theboxshouldbefirmlyflush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way | Each | 334.95 | 334.95 | 6.0 | False | None | None | False | None | False | 2009.7 | 0 | | 3580698 | 130226 | None | 3.5.4 | Supplyingandfixingsuperiorqualitymodularswitchmountingpolycarbonateplatewithnecessarysupportingbackplatewithrequirednos.ofmachinescrews,boltsnutsetc.,completeontheexistingmetal/PVC box. 6 Module | Each | 245.7 | 245.7 | 1.0 | False | None | None | False | None | False | 245.7 | 0 | | 3580699 | 130226 | None | 3.5.6 | Supplyingandfixingsuperiorqualitymodularswitchmountingpolycarbonateplatewithnecessarysupportingbackplatewithrequirednos.ofmachinescrews,boltsnutsetc.,completeontheexistingmetal/PVC box. 10-12 Module | Each | 361.2 | 361.2 | 2.0 | False | None | None | False | None | False | 722.4 | 0 | | 3580700 | 130226 | None | 3.6.1 | Supplyingandfixingofmodularswitch&connectedaccessoriesonexisting modular switch plate as per IS 3854 and IS 1293.6A One Way Switch | Each | 107.1 | 107.1 | 12.0 | False | None | None | False | None | False | 1285.2 | 0 | | 3580701 | 130226 | None | 3.6.3 | Supplyingandfixingofmodularswitch&connectedaccessoriesonexisting modular switch plate as per IS 3854 and IS 1293.6A Three Way socket | Each | 179.55 | 179.55 | 4.0 | False | None | None | False | None | False | 718.2 | 0 | | 3580702 | 130226 | None | 3.6.4 | Supplyingandfixingofmodularswitch&connectedaccessoriesonexisting modular switch plate as per IS 3854 and IS 1293.Stepped Fan Regulator Two Module
| Each | 374.85 | 374.85 | 2.0 | False | None | None | False | None | False | 749.7 | 0 | | 3580703 | 130226 | None | 3.14.5 | Supplying And fixing/replacing of 6/16/32A electricalaccessories on existing switch board.6A Bakelite Ceiling Rose
| No | 81.9 | 81.9 | 8.0 | False | None | None | False | None | False | 655.2 | 0 | | 3580704 | 130226 | None | 3.14.7 | Supplying And fixing/replacing of 6/16/32A electricalaccessories on existing switch board.6A Batten Holder
| No | 77.7 | 77.7 | 24.0 | False | None | None | False | None | False | 1864.8 | 0 | | 3580705 | 130226 | None | 6.3.1 | Supplyingcapacitortypeceilingfancompletewithdownrodblades,shackle,canopiesetc,foroperationon230V,50cycles.SinglephaseACsupplyconformingtoISS-374-1979andwithdoubleballbearingsystem. 48" Sweep (1200 mm) Regular model
| Each | 3133.2 | 3133.2 | 2.0 | False | None | None | False | None | False | 6266.4 | 0 | | 3580706 | 130226 | None | 11.3.2 | Supplyingof.feet-PVCBattenwithintegratedLEDtube.WwithhighqualitydiffuserwithLifeof25000burninghours&70%lumenmaintenancewithCRI 80.PowerInput:220-240V@50/60Hz&Powerfactor 0.9alongwithCEapproved.2yearsWarrantyagainstanymanufacturingdefectworkingunderstandardelectrical condition.LED light fitting 1 x 4' - 20/22 W
| Each | 724.5 | 724.5 | 4.0 | False | None | None | False | None | False | 2898.0 | 0 | | 3580707 | 130226 | None | 5.13.2 | Supplyandfixingof3polepowercontactorwithNO/NCcontactsonexistingwood/panelboardusingnecessarybolts,nuts,washersand wiring etc., complete with AC-3 Rating and as per IS-13947. 40 A
| Each | 2370.9 | 2370.9 | 4.0 | False | None | None | False | None | False | 9483.6 | 0 | | 3580708 | 130226 | None | 5.18.1 | Supplying&fixingminiaturecircuitbreakersonexistingMCBdistributionboardsusingnecessaryfixingmaterialsand'C'Typecurve,indicatorON/OFF,energycross-3withShortcircuitbreakingcapacityof10KandcompletewiringasrequiredconfirmingtoIEC60898. 6-32 A SP
| Each | 435.75 | 435.75 | 4.0 | False | None | None | False | None | False | 1743.0 | 0 | | 3580709 | 130226 | None | 5.19.10 | SupplyingandfixingregularMCBdistributionboardsonwall/oodboard/flushmountingusingrequiredclamps,bolts,nutsetc.,withprovisionforfixingsuitabletypecapacityMCB'ssinglephase/3phase/singledoorwithpowdercoatedpaintingMadeoutof14SWGMS enclosure. II - Double Door 16 Way SP & N
| Each | 3053.4 | 3053.4 | 2.0 | False | None | None | False | None | False | 6106.8 | 0 | | 3580710 | 130226 | None | 5.29 | Supplying,fixingandwiring3PhaseDigitalAmmeter/Voltmeter
| Each | 1496.25 | 1496.25 | 1.0 | False | None | None | False | None | False | 1496.25 | 0 | | 3580711 | 130226 | None | 5.6.5 | Supplyandfixingpolishedwoodboardmadeofnotlessthan15mmthickplankonbothsidesofnotmorethan2piecesandfixingthesametothewallusingtaperedinvertedwoodenplugsscrews. 15" x 12" x 2"
| Each | 211.05 | 211.05 | 4.0 | False | None | None | False | None | False | 844.2 | 0 | | 3580712 | 130226 | None | 5.15.1 | SupplyingandfixingMouldedCaseCircuitBreaker(MCCB)overtheexistingwood/panelboardusingnecessaryscrews,bolts,nuts,necessaryphaseseparators,handleandwiringcomplete.ProtectionofOverloadandShortcircuitwithadjustablethermalmagneticrelease,MicroprocessorreleaseshallhaveEarthFaultasperIS/IEC60947-2.(Icu=100%lcs).In4PMCCB,allPolesshouldhaveprotectionforShort-Cicrcuit/OverLoad.ForMicroprocessorMCCBSFacilityforsegregatingPriorityandNon-PriorityloadsmustbeavailableintheMCCB.MCCBshallbeprovidedwithdoubleinsulation(insulationbetweenfrontcoverandinternalpowercircuitstoavoidanyaccidentalcontactwithlivecurrentcarryingpathwiththefrontcoveropen).Multi-polebreakersshallbedesignedtobreakallthepolessimultaneously and they shall have a single mechanism. THREE Pole 100 A 25 kA
| Each | 6390.3 | 6390.3 | 1.0 | False | None | None | False | None | False | 6390.3 | 0 | | 3580713 | 130226 | None | 5.38 | SupplyingandfixingofLEDtypepanelboardindicatinglampwith required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.
| Each | 540.75 | 540.75 | 2.0 | False | None | None | False | None | False | 1081.5 | 0 | | 3580714 | 130226 | None | 5.41.2 | SupplyingandfixingangleironframeworkfabricatedoutofM.S.angleiron.andM.S.Flat.withbolts,washersetc.,andpaintedwith 2 coats of red oxide and then two coats of approved paint. 50 x 50 x 6 mm
| m | 414.75 | 414.75 | 4.0 | False | None | None | False | None | False | 1659.0 | 0 | | 3580715 | 130226 | None | 5.42.2 | FabricatingsupplyingandmountingMSboxmadeout.SWGsuitableforfloor/wallmounting,fullyweatherproofwithprovisionforbetterheatdissipation,providedwithhingedfrontcover,equippedwithtamperprooflockingarrangements,withsuitablesizeclampswithnecessarycableentrypipewithglandandboxshouldbefinishedwith7tankstreatmentwithpowdercoatedpaintand finally finished with approved colour etc., complete.16 SWG
| Sq CM | 0.45 | 0.45 | 200.0 | False | None | None | False | None | False | 90.0 | 0 | | 3580716 | 130226 | None | 13.7.1 | Fixingalltypesandallcapacitiesoffluorescent/falseceiling/spotlight/CFL/LEDfittingsindooronthewall/ceiling/rafters/girdersusing23/0.0076"twintwistedPVCinsulatedwires,requiredNosofround blocks and clamps. On wall/ ceiling / Rafter / Girders
| Each | 128.1 | 128.1 | 6.0 | False | None | None | False | None | False | 768.6 | 0 | | 3580717 | 130226 | None | 13.1 | Fixingaceiling/Wallmountingfanofallcapacitiesandalltypestotheexisting'S''hookwithfanregulatortotheexistingboardtogetherwithsupplyingandfixing5A.ceilingrose,necessarylengthof23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.
| Each | 179.55 | 179.55 | 6.0 | False | None | None | False | None | False | 1077.3 | 0 | | 3580718 | 130226 | None | BESCOM Part-III CSR 2023-24 Pg. No. 13 of 81 32.03 | 1.1 KV XLPE or Heat Resistance PVC LTUG Cable 10 sqmm 4 core 10 GI strips 4 x 0.8mm | Km | 123904.2 | 123904.2 | 0.075 | False | None | None | False | None | False | 9292.815 | 0 | | 3580719 | 130226 | None | BESCOM Part-III CSR 2023-24 It. No. 51.01 | Grounding Material Pipe Grounding - GI Grounding Pipe-B Class 42 mm dia | No | 780.15 | 780.15 | 1.0 | False | None | None | False | None | False | 780.15 | 0 | | 3580720 | 130226 | None | BESCOM Part-III Item No. 51.02 | Good quality well burnt charcoal | No | 709.8 | 709.8 | 1.0 | False | None | None | False | None | False | 709.8 | 0 | | 3580721 | 130226 | None | BESCOM Part-III CSR 2023-24 It. No. 51.03 | Good Quality salt for Providing | No | 325.5 | 325.5 | 1.0 | False | None | None | False | None | False | 325.5 | 0 | | 3580722 | 130226 | None | BESCOM CSR 2023-24 Part-IV It. No.29.03 Pg. No. 63 | Hard soil including cost of all materials labour HOM loading and unloading curing with all leads and lifts etc complete as per specifications and directed by Engineer in charge of thework | Cum | 408.45 | 408.45 | 35.0 | False | None | None | False | None | False | 14295.75 | 0 | | 3580723 | 130226 | None | BESCOM CSR 2023-24 Part IV It. No. 29.07, Pg. No. | Refilling the Cable Trenches with selected soil including cost of all materials, labour HOM Loading and Unloading curing with all leads and lifts etc complete as per specifications | Cum | 60.9 | 60.9 | 20.0 | False | None | None | False | None | False | 1218.0 | 0 | | 3580724 | 130226 | None | BESCOM CSR 2023-24 Part-IV It. No.21.05 | Laying of cable in existing trench | Km | 21930.3 | 21930.3 | 0.075 | False | None | None | False | None | False | 1644.7725 | 0 | | 3580725 | 130226 | None | BESCOM 2023-24 It. No. 1.6.1 | Digging of pit for Providing GI Pipe type earthing | Job | 796.95 | 796.95 | 1.0 | False | None | None | False | None | False | 796.95 | 0 | | 3580726 | 130226 | None | PWD Elect SR 2023-24 It. No. 1.13 Pg. No. 4 of 105 | Supplying And Fixing Metal Fan Box with Round Hook. | No | 122.85 | 122.85 | 2.0 | False | None | None | False | None | False | 245.7 | 0 | | 3580727 | 130226 | None | PWD SR 2023-24 It. No. 5.30 Pg. No. 19 of 105 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter | No | 1449.0 | 1449.0 | 1.0 | False | None | None | False | None | False | 1449.0 | 0 | | 3580728 | 130226 | None | 2.3.2 | Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 1.5 mm2 | m | 27.3 | 27.3 | 50.0 | False | None | None | False | None | False | 1365.0 | 0 | | 3580729 | 130226 | None | 2.3.3 | Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 2.5 mm2 | m | 44.1 | 44.1 | 50.0 | False | None | None | False | None | False | 2205.0 | 0 | | 3580730 | 130226 | None | 2.3.4 | Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 4 mm2 | m | 66.15 | 66.15 | 50.0 | False | None | None | False | None | False | 3307.5 | 0 |
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