tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1716364493000 | 1 | None | None | Buildings | GROUND FLOOR | 9246823.17 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3141908 | 108156 | None | I. No. 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all
kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of
labour, tools, usage of machinery & other appurtenances required to complete the work. (PWD CSR VOL I for the year 2023-24. I. No.
1.12 P.No. 08) | Cum | 99.75 | 99.75 | 210.0 | False | None | None | False | None | False | 20947.5 | 0 | 3141909 | 108156 | None | I. No. 1.14.1 | 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 (PWD CSR VOL I for the year 2023-24. I. No. 1.14.1
P.No. 08 ) | Cum | 107.5 | 107.5 | 701.16 | False | None | None | False | None | False | 75374.7 | 0 | 3141910 | 108156 | None | I. No. 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and
such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing
off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour,
tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (PWD CSR VOL I for the year 2023-
24. I. No. 1.4.1 P.No. 05) | Cum | 254.1 | 254.1 | 88.21 | False | None | None | False | None | False | 22414.161 | 0 | 3141911 | 108156 | None | I. No. 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand
packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (PWD CSR
VOL I for the year 2023-24. I. No. 1.23 P.No. 11) | Cum | 2816.1 | 2816.1 | 60.97 | False | None | None | False | None | False | 171697.617 | 0 | 3141912 | 108156 | None | I. No. 2.1.4 | 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. Mix 1:3:6 (M10) Using 20 mm
nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4 P.No. 15) | Cum | 6527.85 | 6527.85 | 1.43 | False | None | None | False | None | False | 9334.8255 | 0 | 3141913 | 108156 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding
for RCC Beams, Lintels & Troughs of Aqueducts 60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112)
| Cum | 3916.71 | 3916.71 | 1.44 | False | None | None | False | None | False | 5640.0624 | 0 | 3141914 | 108156 | None | I. No. 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm
nominal size graded crushed coarse aggregates. (PWD CSR VOL I for the year 2023-24. I. No. 2.1.3 P.No. 15) | Cum | 6288.45 | 6288.45 | 90.14 | False | None | None | False | None | False | 566840.883 | 0 | 3141915 | 108156 | None | I. No. 1.11 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding
20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD CSR VOL I for
the year 2023-24. I. No. 1.11 P.No. 07) | Cum | 454.65 | 454.65 | 919.82 | False | None | None | False | None | False | 418196.163 | 0 | 3141916 | 108156 | None | I. No. 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage
charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design
Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.3 P.No. 15)
| Cum | 6652.8 | 6652.8 | 97.6 | False | None | None | False | None | False | 649313.28 | 0 | 3141917 | 108156 | None | Sl. No. 1(b) | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding
for RCC Beams, Lintels & Troughs of Aqueducts 60% . (PWD CSR VOL I for the
year 2023-24. Sl. No. 1(b) P.No. 111)
| Cum | 532.22 | 532.22 | 97.6 | False | None | None | False | None | False | 51944.672 | 0 | 3141918 | 108156 | None | I. No. 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage
charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design
Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.3 P.No. 15)
| Cum | 6652.8 | 6652.8 | 6.31 | False | None | None | False | None | False | 41979.168 | 0 | 3141919 | 108156 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding for RCC Columns Shaft(Slip Centering) 70% (PWD CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111) | Cum | 4656.96 | 4656.96 | 5.94 | False | None | None | False | None | False | 27662.3424 | 0 | 3141920 | 108156 | None | I. No. 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage
charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design
Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.3 P.No. 15) | Cum | 6652.8 | 6652.8 | 34.95 | False | None | None | False | None | False | 232515.36 | 0 | 3141921 | 108156 | None | Sl. No. 2 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding for Plinth Beams of Buildings 50 (PWD CSR VOL
I for the year 2023-24. Sl. No. 2 P.No. 111) | Cum | 3326.4 | 3326.4 | 34.94 | False | None | None | False | None | False | 116224.416 | 0 | 3141922 | 108156 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7185.15 | 7185.15 | 14.75 | False | None | None | False | None | False | 105980.9625 | 0 | 3141923 | 108156 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70% (PWD
CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111)
| Cum | 5029.61 | 5029.61 | 14.73 | False | None | None | False | None | False | 74086.1553 | 0 | 3141924 | 108156 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7185.15 | 7185.15 | 5.72 | False | None | None | False | None | False | 41099.058 | 0 | 3141925 | 108156 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts
60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 4311.09 | 4311.09 | 5.72 | False | None | None | False | None | False | 24659.4348 | 0 | 3141926 | 108156 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16) | Cum | 7185.15 | 7185.15 | 3.98 | False | None | None | False | None | False | 28596.897 | 0 | 3141927 | 108156 | None | Sl. No. 16 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Staircase and other similar structures 50% (PWD
CSR VOL I for the year 2023-24. Sl. No. 16 P.No. 112) | Cum | 3592.58 | 3592.58 | 3.96 | False | None | None | False | None | False | 14226.6168 | 0 | 3141928 | 108156 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16) | Cum | 7185.15 | 7185.15 | 18.88 | False | None | None | False | None | False | 135655.632 | 0 | 3141929 | 108156 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts
60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 4311.09 | 4311.09 | 18.88 | False | None | None | False | None | False | 81393.3792 | 0 | 3141930 | 108156 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7185.15 | 7185.15 | 77.28 | False | None | None | False | None | False | 555268.392 | 0 | 3141931 | 108156 | None | Sl. No. 15 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs 50% (PWD CSR VOL I for the
year 2023-24. Sl. No. 15 P.No. 112) | Cum | 3592.58 | 3592.58 | 71.16 | False | None | None | False | None | False | 255647.9928 | 0 | 3141932 | 108156 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7185.15 | 7185.15 | 2.2 | False | None | None | False | None | False | 15807.33 | 0 | 3141933 | 108156 | None | Sl. No. 19 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural
projections of minor sections 45% (PWD CSR VOL I for the year 2023-24. Sl. No. 19 P.No. 112) | Cum | 3233.32 | 3233.32 | 2.19 | False | None | None | False | None | False | 7080.9708 | 0 | 3141934 | 108156 | None | I. No. 6.3 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17)
| Sqm | 1375.5 | 1375.5 | 76.1 | False | None | None | False | None | False | 104675.55 | 0 | 3141935 | 108156 | None | I. No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17) | Sqm | 1375.5 | 1375.5 | 413.26 | False | None | None | False | None | False | 568439.13 | 0 | 3141936 | 108156 | None | I. No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 6.34 P.No. 17)
| Sqm | 1159.2 | 1159.2 | 42.15 | False | None | None | False | None | False | 48860.28 | 0 | 3141937 | 108156 | None | I. No. 6.16 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. (PWD SR for
Buildings VOL II for the year 2023-24. I. No. 6.16 P.No. 15) | Sqm | 99.75 | 99.75 | 42.15 | False | None | None | False | None | False | 4204.4625 | 0 | 3141938 | 108156 | None | I. No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as
per directions of Engineer-in-charge. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 8.1.2 P.No. 41)
| Sqm | 253.05 | 253.05 | 740.85 | False | None | None | False | None | False | 187472.0925 | 0 | 3141939 | 108156 | None | I. No.8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding
off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No.8.8 P.No. 42) | Sqm | 389.55 | 389.55 | 788.72 | False | None | None | False | None | False | 307245.876 | 0 | 3141940 | 108156 | None | I. No. 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete
as per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.2.2
P.No. 41)
| Sqm | 292.95 | 292.95 | 199.6 | False | None | None | False | None | False | 58472.82 | 0 | 3141941 | 108156 | None | I. No. 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD
SR for Buildings VOL II for the year 2023-24. I. No. 8.51 P.No. 50) | Sqm | 105.0 | 105.0 | 1168.84 | False | None | None | False | None | False | 122728.2 | 0 | 3141942 | 108156 | None | I. No. 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled
including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage
charges complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.13.1 P.No. 100)
| Cum | 103755.75 | 103755.75 | 0.81 | False | None | None | False | None | False | 84042.1575 | 0 | 3141943 | 108156 | None | I. No. 12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC
foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be
reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size
complete as per manufacturers specification & direction of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I.No. 12.54 P.No. 104)
| Cum | 333.9 | 333.9 | 22.8 | False | None | None | False | None | False | 7612.92 | 0 | 3141944 | 108156 | None | I. No. 12.57.6 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and
internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer)
hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991.
from manufacturer complete as per specification. 35 mm thick both side commercial (PWD CSR VOL I for the year 2023-24. I. No.
12.57.6 P.No. 105)
| Cum | 3488.1 | 3488.1 | 22.47 | False | None | None | False | None | False | 78377.607 | 0 | 3141945 | 108156 | None | I. No. 12.90 | 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) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.90 P.No. 110) | Sqm | 7070.7 | 7070.7 | 41.04 | False | None | None | False | None | False | 290181.528 | 0 | 3141946 | 108156 | None | I. No. 12.60 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality
with necessary screws etc. complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.60 P.No. 105) | No | 1104.6 | 1104.6 | 20.0 | False | None | None | False | None | False | 22092.0 | 0 | 3141947 | 108156 | None | I. No. 12.74 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90mm (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 12.74.1 P.No. 107)
| No | 107.1 | 107.1 | 54.0 | False | None | None | False | None | False | 5783.4 | 0 | 3141948 | 108156 | None | I. No. 12.58 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 12.58 P.No. 105) | No | 126.0 | 126.0 | 10.0 | False | None | None | False | None | False | 1260.0 | 0 | 3141949 | 108156 | None | I. No. 12.62 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (PWD SR for Buildings VOL
II for the year 2023-24. I. No. 12.62 P.No. 105)
| No | 248.85 | 248.85 | 20.0 | False | None | None | False | None | False | 4977.0 | 0 | 3141950 | 108156 | None | I. No. 12.63 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 )
transparent or dyed to required colour or shade, with necessary screws etc. complete (PWD SR for Buildings VOL II for the year 2023-
24. I. No. 12.63 P.No. 105)
| No | 136.5 | 136.5 | 20.0 | False | None | None | False | None | False | 2730.0 | 0 | 3141951 | 108156 | None | I. No. 12.55.1 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for
stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm
wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick,
20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted
in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive
etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium
hinges. with both side prelam (PWD CSR VOL I for the year 2023-24. I. No. 12.55.1 P.No. 104)
| Sqm | 2484.3 | 2484.3 | 6.3 | False | None | None | False | None | False | 15651.09 | 0 | 3141952 | 108156 | None | I. No. 12.85 | Providing & fixing of louvered ventilator 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 with gaskets grey colour having isolated drainage
and reinforced with Galvanized Iron profile throughout the ventilator frame. The frame having overall size of 39mm x 39mm with GI
reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts
for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is
inclusive of all fixtures and separate charges for minor T&P's shall not be made) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.85 P.No. 109)
| Sqm | 6004.95 | 6004.95 | 2.52 | False | None | None | False | None | False | 15132.474 | 0 | 3141953 | 108156 | None | I. No. 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for
embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame,
making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials,
labour charges, complete as per specifications. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.51 P.No. 105) | No | 1559.25 | 1559.25 | 10.0 | False | None | None | False | None | False | 15592.5 | 0 | 3141954 | 108156 | None | I. No. 11.3 | 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. (PWD SR for
Buildings VOL II for the year 2023-24. I. No. 11.34B P.No. 86)
| Kg | 192.15 | 192.15 | 922.32 | False | None | None | False | None | False | 177223.788 | 0 | 3141955 | 108156 | None | I. No. 11.3 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals
20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking
arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage
charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II
for the year 2023-24. I. No. 11.3 P.No. 77) | Sqm | 8689.8 | 8689.8 | 8.38 | False | None | None | False | None | False | 72820.524 | 0 | 3141956 | 108156 | None | I. No. 11.6.1 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length
and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required
thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of
machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 11.6.1 P.No. 78) | Sqm | 2764.65 | 2764.65 | 8.38 | False | None | None | False | None | False | 23167.767 | 0 | 3141957 | 108156 | None | I. No. 9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 %
and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse
sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.17.2 P.No. 61) | Sqm | 1233.75 | 1233.75 | 311.12 | False | None | None | False | None | False | 383844.3 | 0 | 3141958 | 108156 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,
curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the
year 2023-24. I. No. 9.32 P.No. 64)
| Sqm | 2711.1 | 2711.1 | 120.87 | False | None | None | False | None | False | 327690.657 | 0 | 3141959 | 108156 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,
curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the
year 2023-24. I. No. 9.32 P.No. 64)
| Sqm | 2711.1 | 2711.1 | 48.88 | False | None | None | False | None | False | 132518.568 | 0 | 3141960 | 108156 | None | I. No. 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss
finish etc. complete as per design approved by Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 10.2
P.No. 69)
| m | 344.4 | 344.4 | 87.48 | False | None | None | False | None | False | 30128.112 | 0 | 3141961 | 108156 | None | I. No. 9.11 | 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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.11 P.No. 60)
| Sqm | 933.45 | 933.45 | 25.28 | False | None | None | False | None | False | 23597.616 | 0 | 3141962 | 108156 | None | I. No. 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white
cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,
complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.39 P.No. 65)
| Sqm | 1521.45 | 1521.45 | 53.08 | False | None | None | False | None | False | 80758.566 | 0 | 3141963 | 108156 | None | I. No. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer
applied @0.75 ltr/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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.2 P.No. 46)
| Sqm | 144.9 | 144.9 | 57.45 | False | None | None | False | None | False | 8324.505 | 0 | 3141964 | 108156 | None | I. No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of
primer applied @ 0.80 ltr/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. (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 8.33.3 P.No. 47)
| Sqm | 145.95 | 145.95 | 99.16 | False | None | None | False | None | False | 14472.402 | 0 | 3141965 | 108156 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46)
| Sqm | 165.9 | 165.9 | 740.31 | False | None | None | False | None | False | 122817.429 | 0 | 3141966 | 108156 | None | I. No. 11.28 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year 2023-24. I.
No. 11.28 P.No. 85)
| Kg | 144.9 | 144.9 | 496.38 | False | None | None | False | None | False | 71925.462 | 0 | 3141967 | 108156 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46)
| Sqm | 165.9 | 165.9 | 428.53 | False | None | None | False | None | False | 71093.127 | 0 | 3141968 | 108156 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including
riming 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. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 8.30 P.No. 46 | Sqm | 182.7 | 182.7 | 788.81 | False | None | None | False | None | False | 144115.587 | 0 | 3141969 | 108156 | None | I. No. 8.84 | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including
finishing etc.,complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.84 P.No. 55)
| Sqm | 498.75 | 498.75 | 3.6 | False | None | None | False | None | False | 1795.5 | 0 | 3141970 | 108156 | None | I. No. 8.49 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after
thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as
per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.49 P.No. 49) | cm | 4.2 | 4.2 | 2000.0 | False | None | None | False | None | False | 8400.0 | 0 | 3141971 | 108156 | None | I. No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning,
straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary
operations complete as per drawing and technical specification. a.Buildings (PWD CSR VOL I for the year 2023-24. I. No. 2.11.a P.No.
18)
| Kg | 93.93 | 93.93 | 19770.15 | False | None | None | False | None | False | 1857010.1895 | 0 |
| 1716364493000 | 1 | None | None | Buildings | FIRST FLOOR | 5694009.25 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3141972 | 108157 | None | I. No. 2.1.4 | 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. Mix 1:3:6 (M10) Using 20 mm
nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4 P.No. 15) | Cum | 6593.13 | 6593.13 | 2.19 | False | None | None | False | None | False | 14438.9547 | 0 | 3141973 | 108157 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60%
(PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 3955.87 | 3955.87 | 2.19 | False | None | None | False | None | False | 8663.3553 | 0 | 3141974 | 108157 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 5.68 | False | None | None | False | None | False | 41219.76 | 0 | 3141975 | 108157 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60%
(PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112)
| Cum | 4354.2 | 4354.2 | 5.68 | False | None | None | False | None | False | 24731.856 | 0 | 3141976 | 108157 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 3.98 | False | None | None | False | None | False | 28882.86 | 0 | 3141977 | 108157 | None | Sl. No. 16 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Staircase and other similar structures 50% (PWD
CSR VOL I for the year 2023-24. Sl. No. 16 P.No. 112) | Cum | 3628.5 | 3628.5 | 3.98 | False | None | None | False | None | False | 14441.43 | 0 | 3141978 | 108157 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16) | Cum | 7257.0 | 7257.0 | 13.12 | False | None | None | False | None | False | 95211.84 | 0 | 3141979 | 108157 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70% (PWD
CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111) | Cum | 5079.9 | 5079.9 | 13.12 | False | None | None | False | None | False | 66648.288 | 0 | 3141980 | 108157 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 18.82 | False | None | None | False | None | False | 136576.74 | 0 | 3141981 | 108157 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60%
(PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112)
| Cum | 4354.2 | 4354.2 | 18.82 | False | None | None | False | None | False | 81946.044 | 0 | 3141982 | 108157 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 67.3 | False | None | None | False | None | False | 488396.1 | 0 | 3141983 | 108157 | None | Sl. No. 15 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs 50% (PWD CSR VOL I for the
year 2023-24. Sl. No. 15 P.No. 112)
| Cum | 3628.5 | 3628.5 | 67.3 | False | None | None | False | None | False | 244198.05 | 0 | 3141984 | 108157 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 1.96 | False | None | None | False | None | False | 14223.72 | 0 | 3141985 | 108157 | None | Sl. No. 19 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections
of minor sections 45% (PWD CSR VOL I for the year 2023-24. Sl. No. 19 P.No. 112)
| Cum | 3265.65 | 3265.65 | 1.96 | False | None | None | False | None | False | 6400.674 | 0 | 3141986 | 108157 | None | I. No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17)
| Sqm | 1389.25 | 1389.25 | 458.67 | False | None | None | False | None | False | 637207.2975 | 0 | 3141987 | 108157 | None | I. No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 6.34 P.No. 17) | Sqm | 1170.79 | 1170.79 | 30.17 | False | None | None | False | None | False | 35322.7343 | 0 | 3141988 | 108157 | None | I. No. 6.16 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. (PWD SR for
Buildings VOL II for the year 2023-24. I. No. 6.16 P.No. 15)
| Sqm | 100.75 | 100.75 | 30.07 | False | None | None | False | None | False | 3029.5525 | 0 | 3141989 | 108157 | None | I. No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as
per directions of Engineer-in-charge. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 8.1.2 P.No. 41)
| Sqm | 255.58 | 255.58 | 770.78 | False | None | None | False | None | False | 196995.9524 | 0 | 3141990 | 108157 | None | I. No. 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand)
finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding
off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete
as per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.8 P.No.
42)
| Sqm | 393.44 | 393.44 | 628.6 | False | None | None | False | None | False | 247316.384 | 0 | 3141991 | 108157 | None | I. No. 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as
per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.2.2 P.No.
41) | Sqm | 295.88 | 295.88 | 39.85 | False | None | None | False | None | False | 11790.818 | 0 | 3141992 | 108157 | None | I. No. 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD
SR for Buildings VOL II for the year 2023-24. I. No. 8.51 P.No. 50)
| Sqm | 106.05 | 106.05 | 1253.73 | False | None | None | False | None | False | 132958.0665 | 0 | 3141993 | 108157 | None | I. No. 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including
making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges
complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.13.1 P.No. 100) | Cum | 104793.31 | 104793.31 | 0.91 | False | None | None | False | None | False | 95361.9121 | 0 | 3141994 | 108157 | None | I. No. 12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC
foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be
reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size
complete as per manufacturers specification & direction of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I.
No. 12.54 P.No. 104) | Sqm | 337.24 | 337.24 | 17.1 | False | None | None | False | None | False | 5766.804 | 0 | 3141995 | 108157 | None | I. No. 12.57.6 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and
internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer)
hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991.
from manufacturer complete as per specification. 35 mm thick both side commercial (PWD CSR VOL I for the year 2023-24. I. No. 12.57.6 P.No. 105) | Sqm | 3522.98 | 3522.98 | 26.1 | False | None | None | False | None | False | 91949.778 | 0 | 3141996 | 108157 | None | I. No. 12.90 | 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 throughout 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) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.90 P.No. 110) | Sqm | 7141.41 | 7141.41 | 39.6 | False | None | None | False | None | False | 282799.836 | 0 | 3141997 | 108157 | None | I. No. 12.60 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality
with necessary screws etc. complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.60 P.No. 105)
| No | 1115.65 | 1115.65 | 22.0 | False | None | None | False | None | False | 24544.3 | 0 | 3141998 | 108157 | None | I. No. 12.74.1 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90mm (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 12.74.1 P.No. 107) | No | 108.17 | 108.17 | 66.0 | False | None | None | False | None | False | 7139.22 | 0 | 3141999 | 108157 | None | I. No. 12.58 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 12.58 P.No. 105) | No | 127.26 | 127.26 | 11.0 | False | None | None | False | None | False | 1399.86 | 0 | 3142000 | 108157 | None | I. No. 12.62 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (PWD SR for Buildings VOL II
for the year 2023-24. I. No. 12.62 P.No. 105) | No | 251.34 | 251.34 | 22.0 | False | None | None | False | None | False | 5529.48 | 0 | 3142001 | 108157 | None | I. No. 12.63 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 )
transparent or dyed to required colour or shade, with necessary screws etc. complete (PWD SR for Buildings VOL II for the year 2023-
24. I. No. 12.63 P.No. 105)
| No | 137.87 | 137.87 | 85.0 | False | None | None | False | None | False | 11718.95 | 0 | 3142002 | 108157 | None | I. No. 12.55.1 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for
stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm
wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick,
20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted
in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive
etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium
hinges. with both side prelam (PWD CSR VOL I for the year 2023-24. I. No. 12.55.1 P.No. 104)
| Sqm | 2509.14 | 2509.14 | 4.72 | False | None | None | False | None | False | 11843.1408 | 0 | 3142003 | 108157 | None | I. No. 12.85 | Providing & fixing of louvered ventilator 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 with gaskets grey colour having isolated drainage
and reinforced with Galvanized Iron profile throughout the ventilator frame. The frame having overall size of 39mm x 39mm with GI
reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts
for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is
inclusive of all fixtures and separate charges for minor T&P's shall not be made) (PWD SR for Buildings VOL II for the year 2023-24. I.
No. 12.85 P.No. 109) | Sqm | 6065.0 | 6065.0 | 2.52 | False | None | None | False | None | False | 15283.8 | 0 | 3142004 | 108157 | None | I. No. 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for
embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame,
making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials,
labour charges, complete as per specifications. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.51 P.No. 105)
| No | 1574.84 | 1574.84 | 11.0 | False | None | None | False | None | False | 17323.24 | 0 | 3142005 | 108157 | None | I. No. 11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming
coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 11.34B P.No. 86)
| Kg | 194.07 | 194.07 | 914.72 | False | None | None | False | None | False | 177519.7104 | 0 | 3142006 | 108157 | None | I. No. 9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 %
and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse
sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.17.2 P.No. 61)
| Sqm | 1246.08 | 1246.08 | 269.94 | False | None | None | False | None | False | 336366.8352 | 0 | 3142007 | 108157 | None | I. No. 9.17.2 | VITRIFIED GLAZED SKRITING
(PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.17.2 P.No. 61)
| Sqm | 1246.08 | 1246.08 | 15.54 | False | None | None | False | None | False | 19364.0832 | 0 | 3142008 | 108157 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,
curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the year
2023-24. I. No. 9.32 P.No. 64)
| Sqm | 2738.21 | 2738.21 | 124.54 | False | None | None | False | None | False | 341016.6734 | 0 | 3142009 | 108157 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,
curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the year
2023-24. I. No. 9.32 P.No. 64)
| Sqm | 2738.21 | 2738.21 | 25.54 | False | None | None | False | None | False | 69933.8834 | 0 | 3142010 | 108157 | None | I. No. 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish
etc. complete as per design approved by Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 10.2 P.No. 69)
| m | 347.84 | 347.84 | 39.6 | False | None | None | False | None | False | 13774.464 | 0 | 3142011 | 108157 | None | I. No. 9.11 | 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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.11 P.No. 60)
| Sqm | 942.78 | 942.78 | 22.71 | False | None | None | False | None | False | 21410.5338 | 0 | 3142012 | 108157 | None | I. No. 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white
cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,
complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.39 P.No. 65)
| Sqm | 1536.66 | 1536.66 | 39.85 | False | None | None | False | None | False | 61235.901 | 0 | 3142013 | 108157 | None | I. No. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer
applied @0.75 ltr/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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.2 P.No. 46)
| Sqm | 146.35 | 146.35 | 137.52 | False | None | None | False | None | False | 20126.052 | 0 | 3142014 | 108157 | None | I. No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of
primer applied @ 0.80 ltr/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. (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 8.33.3 P.No. 47)
| Sqm | 147.41 | 147.41 | 73.19 | False | None | None | False | None | False | 10788.9379 | 0 | 3142015 | 108157 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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-incharge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46)
| Sqm | 167.56 | 167.56 | 770.77 | False | None | None | False | None | False | 129150.2212 | 0 | 3142016 | 108157 | None | I. No. 11.28 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year 2023-24. I.
No. 11.28 P.No. 85) | Kg | 146.35 | 146.35 | 622.16 | False | None | None | False | None | False | 91053.116 | 0 | 3142017 | 108157 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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-incharge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46) | Sqm | 167.56 | 167.56 | 433.34 | False | None | None | False | None | False | 72610.4504 | 0 | 3142018 | 108157 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including
riming 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. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 8.30 P.No. 46)
| Sqm | 184.52 | 184.52 | 628.67 | False | None | None | False | None | False | 116002.1884 | 0 | 3142019 | 108157 | None | I. No. 8.84 | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including
finishing etc.,complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.84 P.No. 55)
| Sqm | 503.74 | 503.74 | 18.0 | False | None | None | False | None | False | 9067.32 | 0 | 3142020 | 108157 | None | I. No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning,
straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary
operations complete as per drawing and technical specification. a.Buildings (PWD CSR VOL I for the year 2023-24. I. No. 2.11.a P.No.
18)
| Tonne | 94869.14 | 94869.14 | 11.63 | False | None | None | False | None | False | 1103328.0982 | 0 |
| 1716364493000 | 1 | None | None | Buildings | SECOND FLOOR | 5478562.14 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3142021 | 108158 | None | VOL I for the year 2023-24. I.No.2.1.4 P.No.15 | 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. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6658.4 | 6658.4 | 2.2 | False | None | None | False | None | False | 14648.48 | 0 | 3142022 | 108158 | None | VOL I for the year 2023-24.Sl.No.14 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60% | Cum | 3730.2 | 3730.2 | 2.2 | False | None | None | False | None | False | 8206.44 | 0 | 3142023 | 108158 | None | VOL I for the year 2023-24. I. No.2.5.2 P.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 | 7328.85 | 7328.85 | 5.51 | False | None | None | False | None | False | 40381.9635 | 0 | 3142024 | 108158 | None | VOL I for the year 2023-24.Sl.No.14 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60% | Cum | 4397.31 | 4397.31 | 5.51 | False | None | None | False | None | False | 24229.1781 | 0 | 3142025 | 108158 | None | VOL I for the year 2023-24.I. No.2.5.2 P.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 | 7328.85 | 7328.85 | 3.98 | False | None | None | False | None | False | 29168.823 | 0 | 3142026 | 108158 | None | VOL I for the year 2023-24.Sl.No.16 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Staircase and other similar structures 50% | Cum | 3664.43 | 3664.43 | 3.98 | False | None | None | False | None | False | 14584.4314 | 0 | 3142027 | 108158 | None | VOL I for the year 2023-24. I.No.2.5.2 P.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 | 7328.85 | 7328.85 | 13.2 | False | None | None | False | None | False | 96740.82 | 0 | 3142028 | 108158 | None | VOL I for the year 2023-24. Sl. No.9 P.No.111 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70% | Cum | 5130.2 | 5130.2 | 13.2 | False | None | None | False | None | False | 67718.64 | 0 | 3142029 | 108158 | None | VOL I for the year 2023-24.I.No.2.5.2 P.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 | 7328.85 | 7328.85 | 18.82 | False | None | None | False | None | False | 137928.957 | 0 | 3142030 | 108158 | None | VOL I for the year 2023-24. Sl.No.14 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60% | Cum | 4397.31 | 4397.31 | 18.82 | False | None | None | False | None | False | 82757.3742 | 0 | 3142031 | 108158 | None | VOL I for the year 2023-24.I.No.2.5.2 P.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 | 7328.85 | 7328.85 | 67.3 | False | None | None | False | None | False | 493231.605 | 0 | 3142032 | 108158 | None | VOL I for the year 2023-24. Sl.No.15 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs 50% | Cum | 3664.43 | 3664.43 | 67.27 | False | None | None | False | None | False | 246506.2061 | 0 | 3142033 | 108158 | None | VOL I for the year 2023-24. I.No.2.5.2 P.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 | 7328.85 | 7328.85 | 1.76 | False | None | None | False | None | False | 12898.776 | 0 | 3142034 | 108158 | None | VOL I for the year 2023-24. Sl. No.19 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of minor sections 45% | Cum | 3297.98 | 3297.98 | 1.76 | False | None | None | False | None | False | 5804.4448 | 0 | 3142035 | 108158 | None | VOL II for the year 2023-24.I. No.6.32 P.No.17 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Cum | 1403.01 | 1403.01 | 408.27 | False | None | None | False | None | False | 572806.8927 | 0 | 3142036 | 108158 | None | VOL II for the year 2023-24. I. No.6.34 P.No.17 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1170.79 | 1170.79 | 57.65 | False | None | None | False | None | False | 67496.0435 | 0 | 3142037 | 108158 | None | VOL II for the year 2023-24. I. No.6.16 P.No.15 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 101.75 | 101.75 | 57.55 | False | None | None | False | None | False | 5855.7125 | 0 | 3142038 | 108158 | None | VOL II for the year 2023-24. I. No.8.1.2 P.No.41 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 258.11 | 258.11 | 610.43 | False | None | None | False | None | False | 157558.0873 | 0 | 3142039 | 108158 | None | I. No. 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand)
finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as
per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 20223-24. I. No. 8.8 P.No. 42) | Sqm | 397.34 | 397.34 | 591.47 | False | None | None | False | None | False | 235014.6898 | 0 | 3142040 | 108158 | None | VOL II for the year 2023-24. I.No.8.51 P.No.50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. | Sqm | 107.1 | 107.1 | 1017.16 | False | None | None | False | None | False | 108937.836 | 0 | 3142041 | 108158 | None | VOL II for the year 2023-24.I. No.12.13.1 P.No.100 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 105830.87 | 105830.87 | 0.82 | False | None | None | False | None | False | 86781.3134 | 0 | 3142042 | 108158 | None | VOL I for the year 2023-24.I.No.12.57.6 P.No.105 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification. 35 mm thick both side commercial | Sqm | 3557.86 | 3557.86 | 23.73 | False | None | None | False | None | False | 84428.0178 | 0 | 3142043 | 108158 | None | I. No. 12.90 | 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 throughout 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) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.90 P.No. 110)
| Sqm | 7212.11 | 7212.11 | 43.2 | False | None | None | False | None | False | 311563.152 | 0 | 3142044 | 108158 | None | VOL II for the year 2023-24. I. No.12.60 P.No.105 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Nos | 1126.69 | 1126.69 | 20.0 | False | None | None | False | None | False | 22533.8 | 0 | 3142045 | 108158 | None | VOL II for the year 2023-24. I.No.12.74.1 P.No.107 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90mm | Nos | 109.24 | 109.24 | 66.0 | False | None | None | False | None | False | 7209.84 | 0 | 3142046 | 108158 | None | VOL II for the year 2023-24. I.No.12.58 P.No.105 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Nos | 128.52 | 128.52 | 11.0 | False | None | None | False | None | False | 1413.72 | 0 | 3142047 | 108158 | None | VOL II for the year 2023-24.I.No.12.62 P.No.105 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete | Nos | 253.83 | 253.83 | 22.0 | False | None | None | False | None | False | 5584.26 | 0 | 3142048 | 108158 | None | VOL II for the year 2023-24.I.No.12.63 P.No.105 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete | Nos | 139.23 | 139.23 | 22.0 | False | None | None | False | None | False | 3063.06 | 0 | 3142049 | 108158 | None | I. No. 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for
embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making
good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges,
complete as per specifications. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.51 P.No. 105)
D | No | 1590.43 | 1590.43 | 10.0 | False | None | None | False | None | False | 15904.3 | 0 | 3142050 | 108158 | None | I. No. 11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming
coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. (PWD SR for Buildings VOL
II for the year 2023-24. I. No. 11.34B P.No. 86) | Kg | 195.99 | 195.99 | 907.2 | False | None | None | False | None | False | 177802.128 | 0 | 3142051 | 108158 | None | I. No. 9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 %
and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse
sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.17.2 P.No. 61)
| Sqm | 1258.42 | 1258.42 | 308.83 | False | None | None | False | None | False | 388637.8486 | 0 | 3142052 | 108158 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing
and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the year 2023-24.
I. No. 9.32 P.No. 64) | Sqm | 2765.32 | 2765.32 | 124.6 | False | None | None | False | None | False | 344558.872 | 0 | 3142053 | 108158 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing
and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the year 2023-24.
I. No. 9.32 P.No. 64)
| Sqm | 2765.32 | 2765.32 | 25.54 | False | None | None | False | None | False | 70626.2728 | 0 | 3142054 | 108158 | None | I. No. 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish
etc. complete as per design approved by Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 10.2 P.No. 69) | m | 351.28 | 351.28 | 39.6 | False | None | None | False | None | False | 13910.688 | 0 | 3142055 | 108158 | None | I. No. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer
applied @0.75 ltr/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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.2 P.No. 46)
| Sqm | 147.8 | 147.8 | 136.8 | False | None | None | False | None | False | 20219.04 | 0 | 3142056 | 108158 | None | I. No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer
applied @ 0.80 ltr/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. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 8.33.3 P.No. 47)
| Sqm | 148.86 | 148.86 | 72.83 | False | None | None | False | None | False | 10841.4738 | 0 | 3142057 | 108158 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.
(PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46)
| Sqm | 169.21 | 169.21 | 610.42 | False | None | None | False | None | False | 103289.1682 | 0 | 3142058 | 108158 | None | I. No. 11.28 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No.
11.28 P.No. 85)
| Kg | 147.8 | 147.8 | 622.16 | False | None | None | False | None | False | 91955.248 | 0 | 3142059 | 108158 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.
(PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46) | Sqm | 169.22 | 169.22 | 406.74 | False | None | None | False | None | False | 68828.5428 | 0 | 3142060 | 108158 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including
riming 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. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 8.30 P.No. 46)
| Sqm | 186.35 | 186.35 | 591.54 | False | None | None | False | None | False | 110233.479 | 0 | 3142061 | 108158 | None | I. No. 8.84 | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including
finishing etc.,complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.84 P.No. 55)
| Sqm | 508.72 | 508.72 | 18.0 | False | None | None | False | None | False | 9156.96 | 0 | 3142062 | 108158 | None | I. No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning,
straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary
operations complete as per drawing and technical specification. a.Buildings (PWD CSR VOL I for the year 2023-24. I. No. 2.11.a P.No.
18) | Tonne | 95808.44 | 95808.44 | 11.56 | False | None | None | False | None | False | 1107545.5664 | 0 |
| 1716364493000 | 1 | None | None | Buildings | Head Room | 647143.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3142063 | 108159 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2
P.No. 16)
| Cum | 7400.7 | 7400.7 | 1.32 | False | None | None | False | None | False | 9768.924 | 0 | 3142064 | 108159 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70%
(PWD CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111)
| Cum | 5180.49 | 5180.49 | 1.32 | False | None | None | False | None | False | 6838.2468 | 0 | 3142065 | 108159 | None | I. No. 2.1.4 | 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. Mix
1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4
P.No. 15) | Cum | 6723.69 | 6723.69 | 3.43 | False | None | None | False | None | False | 23062.2567 | 0 | 3142066 | 108159 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70%
(PWD CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111) | Cum | 4706.58 | 4706.58 | 3.43 | False | None | None | False | None | False | 16143.5694 | 0 | 3142067 | 108159 | None | I. No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more
than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with
CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc
complete as per specifications. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17) | Sqm | 1416.77 | 1416.77 | 42.75 | False | None | None | False | None | False | 60566.9175 | 0 | 3142068 | 108159 | None | No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more
than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with
CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc
complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 6.34 P.No. 17)
| Sqm | 1193.98 | 1193.98 | 103.58 | False | None | None | False | None | False | 123672.4484 | 0 | 3142069 | 108159 | None | I. No. 2.1.4 | 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. Mix
1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4
P.No. 15)
| Cum | 6723.68 | 6723.68 | 0.88 | False | None | None | False | None | False | 5916.8384 | 0 | 3142070 | 108159 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of
Aqueducts 60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 4034.21 | 4034.21 | 0.88 | False | None | None | False | None | False | 3550.1048 | 0 | 3142071 | 108159 | None | I. No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 8.1.2 P.No. 41)
| Sqm | 260.64 | 260.64 | 46.99 | False | None | None | False | None | False | 12247.4736 | 0 | 3142072 | 108159 | None | I. No. 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse
sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry
including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of
materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 8.8 P.No. 42)
| Sqm | 401.23 | 401.23 | 475.61 | False | None | None | False | None | False | 190829.0003 | 0 | 3142073 | 108159 | None | I. No. 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the
plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in
charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.51 P.No. 50)
| Sqm | 108.15 | 108.15 | 46.98 | False | None | None | False | None | False | 5080.887 | 0 | 3142074 | 108159 | None | I. No.11.5.2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of theEngineer in Charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No.11.5.2 P.No. 77) | Sqm | 4587.72 | 4587.72 | 1.74 | False | None | None | False | None | False | 7982.6328 | 0 | 3142075 | 108159 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications:
Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1
P.No. 46)
| Sqm | 170.87 | 170.87 | 46.98 | False | None | None | False | None | False | 8027.4726 | 0 | 3142076 | 108159 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and
including riming 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.
(PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.30 P.No. 46)
| Sqm | 188.18 | 188.18 | 475.61 | False | None | None | False | None | False | 89500.2898 | 0 | 3142077 | 108159 | None | I. No. 7.19 | Providing and laying to required line and slope roofing with semicorrugated ( Trafford ) asbestos cement sheet 6mm. thick fixed
with galvanised iron J or L hooks, bolts and nuts 8mm. dia C.I plain and bitumen washers, over the existing purlins, rafters and
trusses including cost of materials, labour, complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24.
I. No. 7.19 P.No. 23) | Sqm | 404.48 | 404.48 | 32.08 | False | None | None | False | None | False | 12975.7184 | 0 | 3142078 | 108159 | None | I. No. 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder,
railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per
specifications and as per directions of the Engineer-in- Charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No.
11.25.2 P.No. 84)
| Kg | 147.08 | 147.08 | 351.04 | False | None | None | False | None | False | 51630.9632 | 0 | 3142079 | 108159 | None | I. No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour,
cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and
other ancilary operations complete as per drawing and technical specification. a.Buildings (PWD CSR VOL I for the year 2023-
24. I. No. 2.11.a P.No. 18)
| Tonne | 96747.74 | 96747.74 | 0.2 | False | None | None | False | None | False | 19349.548 | 0 |
| 1716364493000 | 1 | None | None | Buildings | Water Supply and Sanitary | 757233.23 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3142080 | 108160 | None | CSR for the year 2023-24. Sl No. 21.1.1 P.No.247 | Water purification plants: Supplying, Installation and Commissioning of automatic Water
purification plant (RO+UF) with all accessories piping, product water tank on single phase power
supply as per the enclosed detailed Technical Specifications including cost of material, loading and
unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed
seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2.
All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for
procurement. 4. No direct payment should be made under any situation or condition or on any
account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components
| Each | 26250.0 | 26250.0 | 1.0 | False | None | None | False | None | False | 26250.0 | 0 | 3142081 | 108160 | None | VOL II for the year 2023-24.I.No.13.34 Page No 123 | Providing and placing on terrace (at all floor levels), polyethylene water storage tanks IS: 12701
marked, with cover and suitable locking arrangements and making necessary holes for inlet, outlet
and over flow pipes but without fittings and the base support for tank | Per Litre | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | 3142082 | 108160 | None | 1.14.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 40MM Dia Pipe over terrace distribution from Tank | Per Mtr | 500.85 | 500.85 | 85.0 | False | None | None | False | None | False | 42572.25 | 0 | 3142083 | 108160 | None | 1.14.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778
having thermal stability for hot and cold water supply including all CPVC plain and brass threaded
fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling
& testing of joints complete. (external work).
32mm dia Pipe from Terrace Floor to Toilet Rooms
| Per Mtr | 390.6 | 390.6 | 85.0 | False | None | None | False | None | False | 33201.0 | 0 | 3142084 | 108160 | None | 1.14.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778
having thermal stability for hot and cold water supply including all CPVC plain and brass threaded
fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling
& testing of joints complete. (external work).25mm dia Pipe from Toilet Rooms to Bath,W/C,urinals &
Washbasins | Per Mtr | 500.85 | 500.85 | 85.0 | False | None | None | False | None | False | 42572.25 | 0 | 3142085 | 108160 | None | 1.14.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 20mm dia Pipe from Toilet Rooms to Bath,W/C,urinals & Washbasins | Per Mtr | 397.95 | 397.95 | 85.0 | False | None | None | False | None | False | 33825.75 | 0 | 3142086 | 108160 | None | VOL II for the year 2023-24.I.No.13.2.1Page No.117 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore | Each | 300.3 | 300.3 | 30.0 | False | None | None | False | None | False | 9009.0 | 0 | 3142087 | 108160 | None | VOL II for the year 2023-24.I.No.13.3.2 PageNo.117 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore | Each | 320.25 | 320.25 | 10.0 | False | None | None | False | None | False | 3202.5 | 0 | 3142088 | 108160 | None | VOL II for the year 2023-24.I.No.14.7.2 PageNo.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 single 15mm C.P. brass pillar tap VOL II for the year 2023-24.I.No.14.7.2 PageNo.132 | Per Unit | 2689.05 | 2689.05 | 10.0 | False | None | None | False | None | False | 26890.5 | 0 | 3142089 | 108160 | None | VOL II for the year2023-24.I.No.13.8.2.2PageNo.11 | Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore | Per Set | 115.5 | 115.5 | 10.0 | False | None | None | False | None | False | 1155.0 | 0 | 3142090 | 108160 | None | VOL II for the year 2023-24.I.No.14.24 Page No.135 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush
pipe. | Each | 2976.75 | 2976.75 | 3.0 | False | None | None | False | None | False | 8930.25 | 0 | 3142091 | 108160 | None | VOL II for the year 2023-24.I.No.14.29 PageNo.136 | Providing and fixing 100 mm sand cast Iron grating for gully trap | Each | 49.35 | 49.35 | 3.0 | False | None | None | False | None | False | 148.05 | 0 | 3142092 | 108160 | None | VOL II for the year 2023-24.I.No.10.8 Page No.70 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size
75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width
with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of
Engineer-in- charge and finished smooth.
| Sqm | 2928.45 | 2928.45 | 28.08 | False | None | None | False | None | False | 82230.876 | 0 | 3142093 | 108160 | None | VOL II for the year 2023-24.I.No.14.5 PageNo.132 | 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
Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 8642.0 | 8642.0 | 3.0 | False | None | None | False | None | False | 25926.0 | 0 | 3142094 | 108160 | None | VOL II for the year 2023-24.I.No.14.1 PageNo.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 | 7.0 | False | None | None | False | None | False | 35897.4 | 0 | 3142095 | 108160 | None | VOL II for the year 2023-24.I.No.13.59 PageNo.127 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all
necessary accessories complete
For Bathrooms, Urinals, Toilet rooms and hand wash | No | 231.0 | 231.0 | 25.0 | False | None | None | False | None | False | 5775.0 | 0 | 3142096 | 108160 | None | CSR VOL I for the year 2023-24. I. No. 1.15. | 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 | Cum | 381.15 | 381.15 | 46.8 | False | None | None | False | None | False | 17837.82 | 0 | 3142097 | 108160 | None | SR VOL II for the year 2023-24.I. No. 13.53 Page N | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with
bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610
mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover
23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3
graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand :
10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar
1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed
concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for
single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 SR VOL II for the year 2023-24.I. No. 13.53 Page No. 126 | Each | 5924.1 | 5924.1 | 12.0 | False | None | None | False | None | False | 71089.2 | 0 | 3142098 | 108160 | None | SR VOL II 2023-24.I. No. 13.64.3 Page No. 128 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes &
fittings with one step solvent cement, trenching, refilling & testing of joints complete as per
direction of Engineer in Charge. 150mm nominal dia pipes 150mm dia distribution line from Inspection Chamber to
Septic Tank | Per Mtr | 806.4 | 806.4 | 40.0 | False | None | None | False | None | False | 32256.0 | 0 | 3142099 | 108160 | None | SR VOL II 2023-24.I. No. 13.64.2 Page No. 128 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes &
fittings with one step solvent cement, trenching, refilling & testing of joints complete as per
direction of Engineer in Charge. 110mm nominal dia pipes (PWD SR for Buildings VOL II for the year 2023-24.I. No. 13.64.2 Page No. 128) | Mtr | 404.25 | 404.25 | 120.0 | False | None | None | False | None | False | 48510.0 | 0 | 3142100 | 108160 | None | I. No. 13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to
IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10
mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter (PWD SR for Buildings VOL II for the year 2023-24.I. No. 13.48 Page No. 125) | Per Mtr | 305.55 | 305.55 | 96.0 | False | None | None | False | None | False | 29332.8 | 0 | 3142101 | 108160 | None | I. No. 2.1.3 | 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. - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse ze graded crushed coarse aggregates
PWD CSR VOL I for the year 2023-24 I. No. 2.1.3 P.No.15 | Cum | 6288.45 | 6288.45 | 2.0 | False | None | None | False | None | False | 12576.9 | 0 | 3142102 | 108160 | None | No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm
having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2
conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including
cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications.
lete as per specifications.
PWD SR FOR BUILDING VOL II for the year 2023-24I. No. 6.32 P.No.17 | Sqm | 1375.5 | 1375.5 | 38.79 | False | None | None | False | None | False | 53355.645 | 0 | 3142103 | 108160 | None | I. No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size
400x100x200mm having block density more than 1800kg/m3 and minimum compressive
strength of 4.00 N/mm2 conforming to IS 2185 (Part- I)- 2005 and constructed with CM
1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing,
usage charges of machinery etc complete as per specifications.
PWD SR FOR BUILDING VOL II for the year 2023-24I. No. 6.34 P.No.17 | Sqm | 1159.2 | 1159.2 | 5.4 | False | None | None | False | None | False | 6259.68 | 0 | 3142104 | 108160 | None | I. No. 2.5.2 | 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 : Size-3.46x4.46x0.10; Deduct Manhole Cover 0.61x0.455
PWD CSR VOL I for the year 2023-24, I. No. 2.5.2 P.No.16 | Cum | 7185.15 | 7185.15 | 1.52 | False | None | None | False | None | False | 10921.428 | 0 | 3142105 | 108160 | None | Sl. No. 15 | AddendumI Percentage Additionalities for Formwork, Centering & Scaffolding for RCC
Roof Slabs 50%
Size - 3.46x4.46; Deduct Manhole Cover 0.61x0.455
(PWD CSR VOL I for the year 2023-24. Sl. No. 15 P.No. 112) | Cum | 3592.58 | 3592.58 | 15.15 | False | None | None | False | None | False | 54427.587 | 0 | 3142106 | 108160 | None | I. No. 8.3.2 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary
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.
PWD SR FOR BUILDING VOL II for the year 2023-24, I. No. 8.3.2 P.No.41 | Sqm | 349.65 | 349.65 | 36.4 | False | None | None | False | None | False | 12727.26 | 0 | 3142107 | 108160 | None | Sl No. 18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs
(weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements
with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc.
complete as directed by the engineer-in-charge.
(WS & Sewerage Works CSR for the year 2023-24. Sl No. 18.3 P.No.221)
MAN HOLE COVER | Each | 2060.1 | 2060.1 | 1.0 | False | None | None | False | None | False | 2060.1 | 0 | 3142108 | 108160 | None | I. No. 2.11(a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all
materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding
joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as
per drawing and technical specification.
PWD SR FOR BUILDING VOL II for the year 2023-24, I. No. 2.11(a) P.No.18
Steel 65 Kg/Cum for Roof Slab | Tonne | 93929.85 | 93929.85 | 0.1 | False | None | None | False | None | False | 9392.985 | 0 |
| 1716364493000 | 1 | None | None | Buildings | Electrification Works | 858205.95 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3142109 | 108161 | None | It No- 1.2.1 | Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm 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 PWD Electrical SR 2023-24, Page No-02, It No- 1.2.1 | Mtr | 69.3 | 69.3 | 1050.0 | False | None | None | False | None | False | 72765.0 | 0 | 3142110 | 108161 | None | It No- 1.3.1 | Supplying heavy gauge PVC Conduit Pipe 19/20mm dia 2mm 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. NAME OF WORK : CONSTRUCTION OF GOVT HIGHER PRIMARY SCHOOL BUILDING AT GOVINDPALLI VILLAGE IN DEODURGA TALUKA OF RAICHUR DISTRICTUNDER : KKRDB(MICRO) FOR THE YEAR 2023-24 Sub-Estimate of Electrification Works Particulars Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm 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 PWD Electrical SR 2023-24, Page No-02, It No- 1.2.1 PWD Electrical SR 2023-24, Page No-02, It No- 1.3.1 | Mtr | 71.4 | 71.4 | 450.0 | False | None | None | False | None | False | 32130.0 | 0 | 3142111 | 108161 | None | It No- 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box PWD Electrical SR 2023-24, Page No-02, It No- 1.5.1 | Mtr | 51.45 | 51.45 | 150.0 | False | None | None | False | None | False | 7717.5 | 0 | 3142112 | 108161 | None | It No- 2.2.1 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase&Neutral) &1x1.0sqmm(Earthwire) FRLSmultistrand PVC insulated copperwire (confirming to IS-694:and latest amendments) without control switch shall be fixed on the existing plastic sheet/gangbox, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box PWD Electrical SR 2023-24, Page No-05, It No- 2.2.1 | Point | 282.45 | 282.45 | 75.0 | False | None | None | False | None | False | 21183.75 | 0 | 3142113 | 108161 | None | It No- 2.2.2 | Medium point above 3Mtr upto 6Mtr from tapping point to out
let via switch box
PWD Electrical SR 2023-24, Page No-05, It No- 2.2.2 | Point | 397.95 | 397.95 | 68.0 | False | None | None | False | None | False | 27060.6 | 0 | 3142114 | 108161 | None | It No- 2.2.3 | Long point above 6Mtr upto 10Mtr from tapping point to out
let via switch box
PWD Electrical SR 2023-24, Page No-05, It No- 2.2.3 | Point | 582.75 | 582.75 | 44.0 | False | None | None | False | None | False | 25641.0 | 0 | 3142115 | 108161 | None | It No- 2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand Copper with low conductor resistance
single core wire in open or concealed system of wiring with
specified IS-694:1990 1.5sqmm.
PWD Electrical SR 2023-24, Page No-05, It No- 2.3.2 | Mtr | 27.02 | 27.02 | 3300.0 | False | None | None | False | None | False | 89166.0 | 0 | 3142116 | 108161 | None | It No- 2.3.3 | 2.5sqmm.
PWD Electrical SR 2023-24, Page No-05, It No- 2.3.3 | Mtr | 44.1 | 44.1 | 3600.0 | False | None | None | False | None | False | 158760.0 | 0 | 3142117 | 108161 | None | It No- 3.14.7 | 4.0 sqmm.
PWD Electrical SR 2023-24, Page No-05, It No- 2.3.4 | No | 66.15 | 66.15 | 750.0 | False | None | None | False | None | False | 49612.5 | 0 | 3142118 | 108161 | None | It No- 3.14.7 | Supplying And fixing/replacing of 6/16/32A electricalaccessories
on existing switch board.6A Batten Holder
PWD Electrical SR 2023-24, Page No-10, It No- 3.14.7 | Each | 77.7 | 77.7 | 150.0 | False | None | None | False | None | False | 11655.0 | 0 | 3142119 | 108161 | None | It No- 3.6.4 | Supplying 6A flush type socket and 6 amps flush type SP switch
either surface/flush mounting in existing gang box or in 4mm thick
plastic sheet and fixing over a flush mounted wooden box and
wiring using necessary capacity wires as required as per IS 1293
and IS 3654 - 6Amps 2 Way
PWD Electrical SR 2023-24, Page No-8, It No- 3.1.1
| Each | 134.4 | 134.4 | 240.0 | False | None | None | False | None | False | 32256.0 | 0 | 3142120 | 108161 | None | It No- 3.6.4 | Supplying and fixing of modular switch & connected accessories
on existing modular switch plate as per IS 3854 and IS 1293
Stepped fan regulator. Two Module
PWD Electrical SR 2023-24, Page No-9, It No- 3.6.4 | Each | 374.85 | 374.85 | 33.0 | False | None | None | False | None | False | 12370.05 | 0 | 3142121 | 108161 | None | It No- 3.6.7 | 16Amps one way switch.
PWD Electrical SR 2023-24, Page No-9, It No- 3.6.7
| Each | 189.0 | 189.0 | 240.0 | False | None | None | False | None | False | 45360.0 | 0 | 3142122 | 108161 | None | It No- 3.4.3 | Supplying and flush mounting powder coated / galvanized metal
box suitable for mounting modular switch plates. The box should be
firmly flush mounted after due groove cutting in Brick/Stone/C.C
wall . 4-5Way
PWD Electrical SR 2023-24, Page No-8, It No- 3.4.3
| Each | 185.85 | 185.85 | 120.0 | False | None | None | False | None | False | 22302.0 | 0 | 3142123 | 108161 | None | It No- 3.4.5 | 8Way
PWD Electrical SR 2023-24, Page No-8, It No- 3.4.5
| Each | 274.05 | 274.05 | 60.0 | False | None | None | False | None | False | 16443.0 | 0 | 3142124 | 108161 | None | It No- 3.4.3 | Supplying and fixing superior quality modular switch mounting
polycarbonate plate with necessary supporting back plate with
required nos. of machine screws, bolts nuts etc., complete on the
existing metal/PVC box. - 4 Module
PWD Electrical SR 2023-24, Page No-8, It No- 3.4.3
| Each | 183.75 | 183.75 | 120.0 | False | None | None | False | None | False | 22050.0 | 0 | 3142125 | 108161 | None | It No- 3.5.5 | 8Module
PWD Electrical SR 2023-24, Page No-8, It No- 3.5.5
| Each | 298.2 | 298.2 | 60.0 | False | None | None | False | None | False | 17892.0 | 0 | 3142126 | 108161 | None | It No- 11.13.2 | Supplying and fixing of slim patty fitting, made out of CRCA Sheet
metal body with locking type holder completely wired. Excluding
Ballast & Fluorescent Tube. 1 x 4' Tube light fitting.
PWD Electrical SR 2023-24, Page No-47 , It No- 11.13.2 | Each | 282.45 | 282.45 | 120.0 | False | None | None | False | None | False | 33894.0 | 0 | 3142127 | 108161 | None | It No- 12.12.1 | Supplying and fixing/replacing of fluorescent tube. 18 to 40W
PWD Electrical SR 2023-24, Page No-48 , It No- 12.12.1 | Each | 99.75 | 99.75 | 120.0 | False | None | None | False | None | False | 11970.0 | 0 | 3142128 | 108161 | None | It No- 6.3.1 | 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 (1200 mm) Regular model
PWD Electrical SR 2023-24, Page No-30, It No- 6.3.1
| Each | 3133.2 | 3133.2 | 33.0 | False | None | None | False | None | False | 103395.6 | 0 | 3142129 | 108161 | None | It No- 13.10 | 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.
PWD Electrical SR 2023-24, Page No-57 , It No- 13.10 | Each | 179.55 | 179.55 | 33.0 | False | None | None | False | None | False | 5925.15 | 0 | 3142130 | 108161 | None | It No- 5.18.1 | Supplying and fixing miniature circuit breakers on existing MCB
distribution boards using necessary fixing materials and 'C' Type
curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC
60898. 6-32Amps SP
Supplying and fixing/replacing of fluorescent tube. 18 to 40W
PWD Electrical SR 2023-24, Page No-17, It No- 5.18.1
| Each | 435.75 | 435.75 | 36.0 | False | None | None | False | None | False | 15687.0 | 0 | 3142131 | 108161 | None | It No- 5.18.4 | 6-32 Amps DP
PWD Electrical SR 2023-24, Page No-17, It No- 5.18.4
| Each | 775.95 | 775.95 | 24.0 | False | None | None | False | None | False | 18622.8 | 0 | 3142132 | 108161 | None | It No- 5.30 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to
20A single phase Class-1 Accuracy with Temper Proof Energy
Meter.
PWD Electrical SR 2023-24, Page No-19, It No- 5.30 | Each | 1449.0 | 1449.0 | 3.0 | False | None | None | False | None | False | 4347.0 | 0 |
| 1716364493000 | 1 | None | None | Buildings | BOREWELL | 79423.05 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3142133 | 108162 | None | Sl 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 towards yield test. (WS & Sewerage Works Vol V CSR
for the 2023-24 Sl No. 12.4 ,P No-140)
| Each | 5552.4 | 5552.4 | 2.0 | False | None | None | False | None | False | 11104.8 | 0 | 3142134 | 108162 | None | Sl No. 12.2 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900
CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and
cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles,
crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.)
for: (Above 300m of drilling add 10% for every 50m depth) (WS & Sewerage Works Vol V CSR for the
2023-24 Sl No. 12.2 ,P No-139)
| Per Mtr | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | 3142135 | 108162 | None | Sl No. 12.2 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900
CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and
cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles,
crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.)
for: (Above 300m of drilling add 10% for every 50m depth) (WS & Sewerage Works Vol V CSR for the
2023-24 Sl No. 12.2 ,P No-139) | Per Mtr | 406.35 | 406.35 | 50.0 | False | None | None | False | None | False | 20317.5 | 0 | 3142136 | 108162 | None | Sl No. 12.2 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900
CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and
cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles,
crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.)
for: (Above 300m of drilling add 10% for every 50m depth) (WS & Sewerage Works Vol V CSR for the
2023-24 Sl No. 12.2 ,P No-139)
| Per Mtr | 432.6 | 432.6 | 50.0 | False | None | None | False | None | False | 21630.0 | 0 | 3142137 | 108162 | None | Sl 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.(WS & Sewerage Works Vol V CSR for the 2023-24 Sl
No. 12.32 ,P No-143) | m | 2029.65 | 2029.65 | 5.0 | False | None | None | False | None | False | 10148.25 | 0 |
| 1716364493000 | 1 | None | None | Buildings | Pumping Machinery | 67237.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3142138 | 108163 | None | No. 13.4.1 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for
bore well confirming to IS 8034-2000 specifications, to work site with testing of as per
instructions of engineer incharge of work and latest amendments etc. complete.
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.4.1 ,P No-149)
| Each | 10678.5 | 10678.5 | 1.0 | False | None | None | False | None | False | 10678.5 | 0 | 3142139 | 108163 | None | No. 13.22.3 | 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. (1X3X4 m2)
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.22.3 ,P No-154)
| Mtr | 141.75 | 141.75 | 100.0 | False | None | None | False | None | False | 14175.0 | 0 | 3142140 | 108163 | None | No. 13.23.1 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per
IS 778/1984 with ISI Mark and as per its latest amendments. a.63mm
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.23.1 ,P No-154) | Each | 436.8 | 436.8 | 1.0 | False | None | None | False | None | False | 436.8 | 0 | 3142141 | 108163 | None | No. 13.25.1 | 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 50mm (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.25.1 ,P No 154) | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | 3142142 | 108163 | None | No. 13.23.1 | 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
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.23.1 ,P No-155)
Upto 3 HP Pumps | Each | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | 3142143 | 108163 | None | No. 13.25 | Supply and delivery at site best indigenous brand new power capacitor as per IS
2834/1986 with latest amendments with KPTCL authorities and erection, electrification
and commissioning of the same at the location of respective pump sets.
(WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.25
,P No-155) | Kvar | 577.5 | 577.5 | 3.0 | False | None | None | False | None | False | 1732.5 | 0 | 3142144 | 108163 | None | No. 13.26 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature
Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments
and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box
(WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.26
,P No-155) | Per 3 Poles | 1207.5 | 1207.5 | 1.0 | False | None | None | False | None | False | 1207.5 | 0 | 3142145 | 108163 | None | No. 13.23.1 | 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 : PE80 (PN 6.0 / 6 Kg/cm2) a. 63mm (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.23.1 ,P No-155) | Mtr | 150.15 | 150.15 | 100.0 | False | None | None | False | None | False | 15015.0 | 0 | 3142146 | 108163 | None | No. 13.32 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.32 ,P No-156) | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | 3142147 | 108163 | None | No. 13.33 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.33 ,P No-156) | Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | 3142148 | 108163 | None | No. 13.38.2 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3 10 Sqm (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.38.2 ,P No-156) | Each | 472.5 | 472.5 | 1.0 | False | None | None | False | None | False | 472.5 | 0 | 3142149 | 108163 | None | No. 13.27.1 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty
(C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end
fitted with Heavy Duty collar and other end fitted with protective cover) a.50 mm
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.27.1 ,P No-156) | Each | 3202.5 | 3202.5 | 1.0 | False | None | None | False | None | False | 3202.5 | 0 | 3142150 | 108163 | None | 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 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.39 P No-157) | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 |
| 1716364493000 | 1 | None | None | Buildings | COMPOUND WALL | 2321873.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3142151 | 108164 | None | I. No. 1.15.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling
the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour,
tools, usage of machinery & other appurtenaces required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth
(PWD CSR VOL I for the year 2023-24. I. No. 1.15.1 P.No. 08) | Cum | 381.15 | 381.15 | 75.6 | False | None | None | False | None | False | 28814.94 | 0 | 3142152 | 108164 | None | I. No. 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and
such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights,
excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff
for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the
work. (PWD CSR VOL I for the year 2023-24. I. No. 1.4.1 P.No. 05) | Cum | 313.95 | 313.95 | 107.31 | False | None | None | False | None | False | 33689.9745 | 0 | 3142153 | 108164 | None | I. No. 2.1.4 | 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. - Mix 1:3:6 (M10) Using 20 mm
nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4 P.No. 15) | Cum | 6527.85 | 6527.85 | 17.33 | False | None | None | False | None | False | 113127.6405 | 0 | 3142154 | 108164 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts
60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 3916.71 | 3916.71 | 17.33 | False | None | None | False | None | False | 67876.5843 | 0 | 3142155 | 108164 | None | I. No. 2.1.3 | 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. - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24 I. No. 2.1.3 P.No.15) | Cum | 6288.45 | 6288.45 | 18.0 | False | None | None | False | None | False | 113192.1 | 0 | 3142156 | 108164 | None | I. No. 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior
excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement
complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to
complete the work. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 1.8 P.No. 7) | Cum | 472.82 | 472.82 | 52.59 | False | None | None | False | None | False | 24865.6038 | 0 | 3142157 | 108164 | None | I. No. 2.2.3 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24.
I. No. 2.2.3 P.No. 15)
| Cum | 6652.8 | 6652.8 | 10.08 | False | None | None | False | None | False | 67060.224 | 0 | 3142158 | 108164 | None | Sl. No. 1(a) | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for isolated footings 8% (PWD CSR VOL I for the year 2023-24. Sl. No. 1(a) , P.No. 111) | Cum | 532.22 | 532.22 | 10.08 | False | None | None | False | None | False | 5364.7776 | 0 | 3142159 | 108164 | None | I. No. 2.2.3 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24.
I. No. 2.2.3 P.No. 15) | Cum | 6652.8 | 6652.8 | 3.48 | False | None | None | False | None | False | 23151.744 | 0 | 3142160 | 108164 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70%
(PWD CSR VOL I for the year 2023-24. Sl. No. 9 , P.No. 111) | Cum | 4656.96 | 4656.96 | 3.48 | False | None | None | False | None | False | 16206.2208 | 0 | 3142161 | 108164 | None | I. No. 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR VOL I for the year 2023-24, I. No. 2.4.3 P.No.16) | Cum | 6652.8 | 6652.8 | 19.66 | False | None | None | False | None | False | 130794.048 | 0 | 3142162 | 108164 | None | Sl. No. 2 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Buildings 50%. (PWD CSR VOL
I for the year 2023-24. Sl. No. 2 P.No. 111) | Cum | 3326.4 | 3326.4 | 19.66 | False | None | None | False | None | False | 65397.024 | 0 | 3142163 | 108164 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16) | Cum | 7185.15 | 7185.15 | 9.56 | False | None | None | False | None | False | 68690.034 | 0 | 3142164 | 108164 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70%
(PWD CSR VOL I for the year 2023-24. Sl. No. 9 , P.No. 111)
| Cum | 239.51 | 239.51 | 9.56 | False | None | None | False | None | False | 2289.7156 | 0 | 3142165 | 108164 | None | I. No. 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 5.1.1 P.No. 09) | Cum | 5891.55 | 5891.55 | 32.46 | False | None | None | False | None | False | 191239.713 | 0 | 3142166 | 108164 | None | I. No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17)
| Sqm | 1375.5 | 1375.5 | 334.36 | False | None | None | False | None | False | 459912.18 | 0 | 3142167 | 108164 | None | I. No. 8.3.2 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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. (PWD SR FOR BUILDING VOL II for the year 2023-24, I. No. 8.3.2
P.No.41 )
| Sqm | 349.65 | 349.65 | 902.0 | False | None | None | False | None | False | 315384.3 | 0 | 3142168 | 108164 | None | I. No. 11.25 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per
directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 11.25.2 P.No. 84)
| Kg | 142.8 | 142.8 | 336.0 | False | None | None | False | None | False | 47980.8 | 0 | 3142169 | 108164 | None | I. No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of
primer applied @ 0.80 ltr/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. (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 8.33.3 P.No. 47) | Sqm | 145.95 | 145.95 | 24.0 | False | None | None | False | None | False | 3502.8 | 0 | 3142170 | 108164 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including
riming 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. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 8.30 P.No. 46)
| Sqm | 182.7 | 182.7 | 902.0 | False | None | None | False | None | False | 164795.4 | 0 | 3142171 | 108164 | None | I. No. 2.11(a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning,
straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary
operations complete as per drawing and technical specification. (PWD SR FOR BUILDING VOL II for the year 2023-24, I. No. 2.11(a)
P.No.18) | Tonne | 93929.85 | 93929.85 | 4.03 | False | None | None | False | None | False | 378537.2955 | 0 |
| 1716365865000 | 1 | None | None | Buildings | CONSTRUCTION OF GOVT HIGHER PRIMARY SCHOOL PACKAGE BUILDING AT GOVINDAPALLI VILLAGE IN DEODURGA TALUKA OF RAICHUR DISTRICT UNDER KKRDB (MICRO) FOR THE YEAR 2023-24.WORK CODE RCH2316233253 | 25150511.02 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3142808 | 108182 | None | CSR for the year 2023-24. Sl No. 21.1.1 P.No.247 | Water purification plants: Supplying, Installation and Commissioning of automatic Water
purification plant (RO+UF) with all accessories piping, product water tank on single phase power
supply as per the enclosed detailed Technical Specifications including cost of material, loading and
unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed
seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2.
All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for
procurement. 4. No direct payment should be made under any situation or condition or on any
account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components
| Each | 26250.0 | 26250.0 | 1.0 | False | None | None | False | None | False | 26250.0 | 0 | 3142636 | 108182 | None | I. No. 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all
kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or
levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of
labour, tools, usage of machinery & other appurtenances required to complete the work. (PWD CSR VOL I for the year 2023-24. I. No.
1.12 P.No. 08) | Cum | 99.75 | 99.75 | 210.0 | False | None | None | False | None | False | 20947.5 | 0 | 3142879 | 108182 | None | I. No. 1.15.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling
the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour,
tools, usage of machinery & other appurtenaces required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth
(PWD CSR VOL I for the year 2023-24. I. No. 1.15.1 P.No. 08) | Cum | 381.15 | 381.15 | 75.6 | False | None | None | False | None | False | 28814.94 | 0 | 3142700 | 108182 | None | I. No. 2.1.4 | 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. Mix 1:3:6 (M10) Using 20 mm
nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4 P.No. 15) | Cum | 6593.13 | 6593.13 | 2.19 | False | None | None | False | None | False | 14438.9547 | 0 | 3142791 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2
P.No. 16)
| Cum | 7400.7 | 7400.7 | 1.32 | False | None | None | False | None | False | 9768.924 | 0 | 3142837 | 108182 | None | It No- 1.2.1 | Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm 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 PWD Electrical SR 2023-24, Page No-02, It No- 1.2.1 | Mtr | 69.3 | 69.3 | 1050.0 | False | None | None | False | None | False | 72765.0 | 0 | 3142866 | 108182 | None | No. 13.4.1 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for
bore well confirming to IS 8034-2000 specifications, to work site with testing of as per
instructions of engineer incharge of work and latest amendments etc. complete.
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.4.1 ,P No-149)
| Each | 10678.5 | 10678.5 | 1.0 | False | None | None | False | None | False | 10678.5 | 0 | 3142861 | 108182 | None | Sl 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 towards yield test. (WS & Sewerage Works Vol V CSR
for the 2023-24 Sl No. 12.4 ,P No-140)
| Each | 5552.4 | 5552.4 | 2.0 | False | None | None | False | None | False | 11104.8 | 0 | 3142749 | 108182 | None | VOL I for the year 2023-24. I.No.2.1.4 P.No.15 | 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. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6658.4 | 6658.4 | 2.2 | False | None | None | False | None | False | 14648.48 | 0 | 3142637 | 108182 | None | I. No. 1.14.1 | 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 (PWD CSR VOL I for the year 2023-24. I. No. 1.14.1
P.No. 08 ) | Cum | 107.5 | 107.5 | 701.16 | False | None | None | False | None | False | 75374.7 | 0 | 3142880 | 108182 | None | I. No. 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and
such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights,
excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff
for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the
work. (PWD CSR VOL I for the year 2023-24. I. No. 1.4.1 P.No. 05) | Cum | 313.95 | 313.95 | 107.31 | False | None | None | False | None | False | 33689.9745 | 0 | 3142838 | 108182 | None | It No- 1.3.1 | Supplying heavy gauge PVC Conduit Pipe 19/20mm dia 2mm 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. NAME OF WORK : CONSTRUCTION OF GOVT HIGHER PRIMARY SCHOOL BUILDING AT GOVINDPALLI VILLAGE IN DEODURGA TALUKA OF RAICHUR DISTRICTUNDER : KKRDB(MICRO) FOR THE YEAR 2023-24 Sub-Estimate of Electrification Works Particulars Supplying heavy gauge PVC conduit pipe 19/20mm dia 2mm 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 PWD Electrical SR 2023-24, Page No-02, It No- 1.2.1 PWD Electrical SR 2023-24, Page No-02, It No- 1.3.1 | Mtr | 71.4 | 71.4 | 450.0 | False | None | None | False | None | False | 32130.0 | 0 | 3142867 | 108182 | None | No. 13.22.3 | 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. (1X3X4 m2)
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.22.3 ,P No-154)
| Mtr | 141.75 | 141.75 | 100.0 | False | None | None | False | None | False | 14175.0 | 0 | 3142862 | 108182 | None | Sl No. 12.2 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900
CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and
cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles,
crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.)
for: (Above 300m of drilling add 10% for every 50m depth) (WS & Sewerage Works Vol V CSR for the
2023-24 Sl No. 12.2 ,P No-139)
| Per Mtr | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | 3142701 | 108182 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60%
(PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 3955.87 | 3955.87 | 2.19 | False | None | None | False | None | False | 8663.3553 | 0 | 3142792 | 108182 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70%
(PWD CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111)
| Cum | 5180.49 | 5180.49 | 1.32 | False | None | None | False | None | False | 6838.2468 | 0 | 3142750 | 108182 | None | VOL I for the year 2023-24.Sl.No.14 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60% | Cum | 3730.2 | 3730.2 | 2.2 | False | None | None | False | None | False | 8206.44 | 0 | 3142809 | 108182 | None | VOL II for the year 2023-24.I.No.13.34 Page No 123 | Providing and placing on terrace (at all floor levels), polyethylene water storage tanks IS: 12701
marked, with cover and suitable locking arrangements and making necessary holes for inlet, outlet
and over flow pipes but without fittings and the base support for tank | Per Litre | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | 3142810 | 108182 | None | 1.14.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 40MM Dia Pipe over terrace distribution from Tank | Per Mtr | 500.85 | 500.85 | 85.0 | False | None | None | False | None | False | 42572.25 | 0 | 3142638 | 108182 | None | I. No. 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and
such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting,
barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing
off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour,
tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (PWD CSR VOL I for the year 2023-
24. I. No. 1.4.1 P.No. 05) | Cum | 254.1 | 254.1 | 88.21 | False | None | None | False | None | False | 22414.161 | 0 | 3142793 | 108182 | None | I. No. 2.1.4 | 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. Mix
1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4
P.No. 15) | Cum | 6723.69 | 6723.69 | 3.43 | False | None | None | False | None | False | 23062.2567 | 0 | 3142881 | 108182 | None | I. No. 2.1.4 | 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. - Mix 1:3:6 (M10) Using 20 mm
nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4 P.No. 15) | Cum | 6527.85 | 6527.85 | 17.33 | False | None | None | False | None | False | 113127.6405 | 0 | 3142702 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 5.68 | False | None | None | False | None | False | 41219.76 | 0 | 3142839 | 108182 | None | It No- 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box PWD Electrical SR 2023-24, Page No-02, It No- 1.5.1 | Mtr | 51.45 | 51.45 | 150.0 | False | None | None | False | None | False | 7717.5 | 0 | 3142868 | 108182 | None | No. 13.23.1 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per
IS 778/1984 with ISI Mark and as per its latest amendments. a.63mm
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.23.1 ,P No-154) | Each | 436.8 | 436.8 | 1.0 | False | None | None | False | None | False | 436.8 | 0 | 3142863 | 108182 | None | Sl No. 12.2 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900
CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and
cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles,
crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.)
for: (Above 300m of drilling add 10% for every 50m depth) (WS & Sewerage Works Vol V CSR for the
2023-24 Sl No. 12.2 ,P No-139) | Per Mtr | 406.35 | 406.35 | 50.0 | False | None | None | False | None | False | 20317.5 | 0 | 3142751 | 108182 | None | VOL I for the year 2023-24. I. No.2.5.2 P.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 | 7328.85 | 7328.85 | 5.51 | False | None | None | False | None | False | 40381.9635 | 0 | 3142811 | 108182 | None | 1.14.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778
having thermal stability for hot and cold water supply including all CPVC plain and brass threaded
fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling
& testing of joints complete. (external work).
32mm dia Pipe from Terrace Floor to Toilet Rooms
| Per Mtr | 390.6 | 390.6 | 85.0 | False | None | None | False | None | False | 33201.0 | 0 | 3142639 | 108182 | None | I. No. 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand
packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (PWD CSR
VOL I for the year 2023-24. I. No. 1.23 P.No. 11) | Cum | 2816.1 | 2816.1 | 60.97 | False | None | None | False | None | False | 171697.617 | 0 | 3142840 | 108182 | None | It No- 2.2.1 | Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase&Neutral) &1x1.0sqmm(Earthwire) FRLSmultistrand PVC insulated copperwire (confirming to IS-694:and latest amendments) without control switch shall be fixed on the existing plastic sheet/gangbox, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box PWD Electrical SR 2023-24, Page No-05, It No- 2.2.1 | Point | 282.45 | 282.45 | 75.0 | False | None | None | False | None | False | 21183.75 | 0 | 3142869 | 108182 | None | No. 13.25.1 | 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 50mm (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.25.1 ,P No 154) | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | 3142864 | 108182 | None | Sl No. 12.2 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900
CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and
cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles,
crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of
compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.)
for: (Above 300m of drilling add 10% for every 50m depth) (WS & Sewerage Works Vol V CSR for the
2023-24 Sl No. 12.2 ,P No-139)
| Per Mtr | 432.6 | 432.6 | 50.0 | False | None | None | False | None | False | 21630.0 | 0 | 3142703 | 108182 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60%
(PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112)
| Cum | 4354.2 | 4354.2 | 5.68 | False | None | None | False | None | False | 24731.856 | 0 | 3142882 | 108182 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts
60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 3916.71 | 3916.71 | 17.33 | False | None | None | False | None | False | 67876.5843 | 0 | 3142794 | 108182 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70%
(PWD CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111) | Cum | 4706.58 | 4706.58 | 3.43 | False | None | None | False | None | False | 16143.5694 | 0 | 3142752 | 108182 | None | VOL I for the year 2023-24.Sl.No.14 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60% | Cum | 4397.31 | 4397.31 | 5.51 | False | None | None | False | None | False | 24229.1781 | 0 | 3142812 | 108182 | None | 1.14.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778
having thermal stability for hot and cold water supply including all CPVC plain and brass threaded
fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling
& testing of joints complete. (external work).25mm dia Pipe from Toilet Rooms to Bath,W/C,urinals &
Washbasins | Per Mtr | 500.85 | 500.85 | 85.0 | False | None | None | False | None | False | 42572.25 | 0 | 3142883 | 108182 | None | I. No. 2.1.3 | 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. - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24 I. No. 2.1.3 P.No.15) | Cum | 6288.45 | 6288.45 | 18.0 | False | None | None | False | None | False | 113192.1 | 0 | 3142640 | 108182 | None | I. No. 2.1.4 | 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. Mix 1:3:6 (M10) Using 20 mm
nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4 P.No. 15) | Cum | 6527.85 | 6527.85 | 1.43 | False | None | None | False | None | False | 9334.8255 | 0 | 3142704 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 3.98 | False | None | None | False | None | False | 28882.86 | 0 | 3142795 | 108182 | None | I. No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more
than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with
CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc
complete as per specifications. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17) | Sqm | 1416.77 | 1416.77 | 42.75 | False | None | None | False | None | False | 60566.9175 | 0 | 3142841 | 108182 | None | It No- 2.2.2 | Medium point above 3Mtr upto 6Mtr from tapping point to out
let via switch box
PWD Electrical SR 2023-24, Page No-05, It No- 2.2.2 | Point | 397.95 | 397.95 | 68.0 | False | None | None | False | None | False | 27060.6 | 0 | 3142870 | 108182 | None | No. 13.23.1 | 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
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.23.1 ,P No-155)
Upto 3 HP Pumps | Each | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | 3142865 | 108182 | None | Sl 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.(WS & Sewerage Works Vol V CSR for the 2023-24 Sl
No. 12.32 ,P No-143) | m | 2029.65 | 2029.65 | 5.0 | False | None | None | False | None | False | 10148.25 | 0 | 3142753 | 108182 | None | VOL I for the year 2023-24.I. No.2.5.2 P.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 | 7328.85 | 7328.85 | 3.98 | False | None | None | False | None | False | 29168.823 | 0 | 3142813 | 108182 | None | 1.14.1 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). 20mm dia Pipe from Toilet Rooms to Bath,W/C,urinals & Washbasins | Per Mtr | 397.95 | 397.95 | 85.0 | False | None | None | False | None | False | 33825.75 | 0 | 3142884 | 108182 | None | I. No. 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior
excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement
complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to
complete the work. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 1.8 P.No. 7) | Cum | 472.82 | 472.82 | 52.59 | False | None | None | False | None | False | 24865.6038 | 0 | 3142842 | 108182 | None | It No- 2.2.3 | Long point above 6Mtr upto 10Mtr from tapping point to out
let via switch box
PWD Electrical SR 2023-24, Page No-05, It No- 2.2.3 | Point | 582.75 | 582.75 | 44.0 | False | None | None | False | None | False | 25641.0 | 0 | 3142871 | 108182 | None | No. 13.25 | Supply and delivery at site best indigenous brand new power capacitor as per IS
2834/1986 with latest amendments with KPTCL authorities and erection, electrification
and commissioning of the same at the location of respective pump sets.
(WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.25
,P No-155) | Kvar | 577.5 | 577.5 | 3.0 | False | None | None | False | None | False | 1732.5 | 0 | 3142796 | 108182 | None | No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more
than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with
CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc
complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 6.34 P.No. 17)
| Sqm | 1193.98 | 1193.98 | 103.58 | False | None | None | False | None | False | 123672.4484 | 0 | 3142641 | 108182 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding
for RCC Beams, Lintels & Troughs of Aqueducts 60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112)
| Cum | 3916.71 | 3916.71 | 1.44 | False | None | None | False | None | False | 5640.0624 | 0 | 3142705 | 108182 | None | Sl. No. 16 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Staircase and other similar structures 50% (PWD
CSR VOL I for the year 2023-24. Sl. No. 16 P.No. 112) | Cum | 3628.5 | 3628.5 | 3.98 | False | None | None | False | None | False | 14441.43 | 0 | 3142754 | 108182 | None | VOL I for the year 2023-24.Sl.No.16 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Staircase and other similar structures 50% | Cum | 3664.43 | 3664.43 | 3.98 | False | None | None | False | None | False | 14584.4314 | 0 | 3142642 | 108182 | None | I. No. 2.1.3 | 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. Mix 1:3:6 (M10) Using 40 mm
nominal size graded crushed coarse aggregates. (PWD CSR VOL I for the year 2023-24. I. No. 2.1.3 P.No. 15) | Cum | 6288.45 | 6288.45 | 90.14 | False | None | None | False | None | False | 566840.883 | 0 | 3142797 | 108182 | None | I. No. 2.1.4 | 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. Mix
1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.1.4
P.No. 15)
| Cum | 6723.68 | 6723.68 | 0.88 | False | None | None | False | None | False | 5916.8384 | 0 | 3142885 | 108182 | None | I. No. 2.2.3 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24.
I. No. 2.2.3 P.No. 15)
| Cum | 6652.8 | 6652.8 | 10.08 | False | None | None | False | None | False | 67060.224 | 0 | 3142706 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16) | Cum | 7257.0 | 7257.0 | 13.12 | False | None | None | False | None | False | 95211.84 | 0 | 3142843 | 108182 | None | It No- 2.3.2 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand Copper with low conductor resistance
single core wire in open or concealed system of wiring with
specified IS-694:1990 1.5sqmm.
PWD Electrical SR 2023-24, Page No-05, It No- 2.3.2 | Mtr | 27.02 | 27.02 | 3300.0 | False | None | None | False | None | False | 89166.0 | 0 | 3142872 | 108182 | None | No. 13.26 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature
Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments
and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box
(WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.26
,P No-155) | Per 3 Poles | 1207.5 | 1207.5 | 1.0 | False | None | None | False | None | False | 1207.5 | 0 | 3142755 | 108182 | None | VOL I for the year 2023-24. I.No.2.5.2 P.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 | 7328.85 | 7328.85 | 13.2 | False | None | None | False | None | False | 96740.82 | 0 | 3142814 | 108182 | None | VOL II for the year 2023-24.I.No.13.2.1Page No.117 | Providing and fixing brass bib cock of approved quality : 15 mm nominal bore | Each | 300.3 | 300.3 | 30.0 | False | None | None | False | None | False | 9009.0 | 0 | 3142643 | 108182 | None | I. No. 1.11 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding
20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD CSR VOL I for
the year 2023-24. I. No. 1.11 P.No. 07) | Cum | 454.65 | 454.65 | 919.82 | False | None | None | False | None | False | 418196.163 | 0 | 3142844 | 108182 | None | It No- 2.3.3 | 2.5sqmm.
PWD Electrical SR 2023-24, Page No-05, It No- 2.3.3 | Mtr | 44.1 | 44.1 | 3600.0 | False | None | None | False | None | False | 158760.0 | 0 | 3142873 | 108182 | None | No. 13.23.1 | 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 : PE80 (PN 6.0 / 6 Kg/cm2) a. 63mm (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.23.1 ,P No-155) | Mtr | 150.15 | 150.15 | 100.0 | False | None | None | False | None | False | 15015.0 | 0 | 3142886 | 108182 | None | Sl. No. 1(a) | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for isolated footings 8% (PWD CSR VOL I for the year 2023-24. Sl. No. 1(a) , P.No. 111) | Cum | 532.22 | 532.22 | 10.08 | False | None | None | False | None | False | 5364.7776 | 0 | 3142798 | 108182 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of
Aqueducts 60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 4034.21 | 4034.21 | 0.88 | False | None | None | False | None | False | 3550.1048 | 0 | 3142707 | 108182 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70% (PWD
CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111) | Cum | 5079.9 | 5079.9 | 13.12 | False | None | None | False | None | False | 66648.288 | 0 | 3142756 | 108182 | None | VOL I for the year 2023-24. Sl. No.9 P.No.111 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70% | Cum | 5130.2 | 5130.2 | 13.2 | False | None | None | False | None | False | 67718.64 | 0 | 3142815 | 108182 | None | VOL II for the year 2023-24.I.No.13.3.2 PageNo.117 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore | Each | 320.25 | 320.25 | 10.0 | False | None | None | False | None | False | 3202.5 | 0 | 3142644 | 108182 | None | I. No. 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage
charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design
Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.3 P.No. 15)
| Cum | 6652.8 | 6652.8 | 97.6 | False | None | None | False | None | False | 649313.28 | 0 | 3142887 | 108182 | None | I. No. 2.2.3 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24.
I. No. 2.2.3 P.No. 15) | Cum | 6652.8 | 6652.8 | 3.48 | False | None | None | False | None | False | 23151.744 | 0 | 3142708 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 18.82 | False | None | None | False | None | False | 136576.74 | 0 | 3142799 | 108182 | None | I. No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 8.1.2 P.No. 41)
| Sqm | 260.64 | 260.64 | 46.99 | False | None | None | False | None | False | 12247.4736 | 0 | 3142845 | 108182 | None | It No- 3.14.7 | 4.0 sqmm.
PWD Electrical SR 2023-24, Page No-05, It No- 2.3.4 | No | 66.15 | 66.15 | 750.0 | False | None | None | False | None | False | 49612.5 | 0 | 3142874 | 108182 | None | No. 13.32 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.32 ,P No-156) | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | 3142757 | 108182 | None | VOL I for the year 2023-24.I.No.2.5.2 P.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 | 7328.85 | 7328.85 | 18.82 | False | None | None | False | None | False | 137928.957 | 0 | 3142816 | 108182 | None | VOL II for the year 2023-24.I.No.14.7.2 PageNo.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 single 15mm C.P. brass pillar tap VOL II for the year 2023-24.I.No.14.7.2 PageNo.132 | Per Unit | 2689.05 | 2689.05 | 10.0 | False | None | None | False | None | False | 26890.5 | 0 | 3142800 | 108182 | None | I. No. 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse
sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry
including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of
materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 8.8 P.No. 42)
| Sqm | 401.23 | 401.23 | 475.61 | False | None | None | False | None | False | 190829.0003 | 0 | 3142846 | 108182 | None | It No- 3.14.7 | Supplying And fixing/replacing of 6/16/32A electricalaccessories
on existing switch board.6A Batten Holder
PWD Electrical SR 2023-24, Page No-10, It No- 3.14.7 | Each | 77.7 | 77.7 | 150.0 | False | None | None | False | None | False | 11655.0 | 0 | 3142875 | 108182 | None | No. 13.33 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.33 ,P No-156) | Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | 3142645 | 108182 | None | Sl. No. 1(b) | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding
for RCC Beams, Lintels & Troughs of Aqueducts 60% . (PWD CSR VOL I for the
year 2023-24. Sl. No. 1(b) P.No. 111)
| Cum | 532.22 | 532.22 | 97.6 | False | None | None | False | None | False | 51944.672 | 0 | 3142709 | 108182 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60%
(PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112)
| Cum | 4354.2 | 4354.2 | 18.82 | False | None | None | False | None | False | 81946.044 | 0 | 3142888 | 108182 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70%
(PWD CSR VOL I for the year 2023-24. Sl. No. 9 , P.No. 111) | Cum | 4656.96 | 4656.96 | 3.48 | False | None | None | False | None | False | 16206.2208 | 0 | 3142758 | 108182 | None | VOL I for the year 2023-24. Sl.No.14 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts 60% | Cum | 4397.31 | 4397.31 | 18.82 | False | None | None | False | None | False | 82757.3742 | 0 | 3142817 | 108182 | None | VOL II for the year2023-24.I.No.13.8.2.2PageNo.11 | Providing and fixing unplasticised PVC connection pipe with brass unions : 20 mm nominal bore | Per Set | 115.5 | 115.5 | 10.0 | False | None | None | False | None | False | 1155.0 | 0 | 3142646 | 108182 | None | I. No. 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage
charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design
Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.3 P.No. 15)
| Cum | 6652.8 | 6652.8 | 6.31 | False | None | None | False | None | False | 41979.168 | 0 | 3142889 | 108182 | None | I. No. 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR VOL I for the year 2023-24, I. No. 2.4.3 P.No.16) | Cum | 6652.8 | 6652.8 | 19.66 | False | None | None | False | None | False | 130794.048 | 0 | 3142710 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 67.3 | False | None | None | False | None | False | 488396.1 | 0 | 3142801 | 108182 | None | I. No. 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the
plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in
charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.51 P.No. 50)
| Sqm | 108.15 | 108.15 | 46.98 | False | None | None | False | None | False | 5080.887 | 0 | 3142847 | 108182 | None | It No- 3.6.4 | Supplying 6A flush type socket and 6 amps flush type SP switch
either surface/flush mounting in existing gang box or in 4mm thick
plastic sheet and fixing over a flush mounted wooden box and
wiring using necessary capacity wires as required as per IS 1293
and IS 3654 - 6Amps 2 Way
PWD Electrical SR 2023-24, Page No-8, It No- 3.1.1
| Each | 134.4 | 134.4 | 240.0 | False | None | None | False | None | False | 32256.0 | 0 | 3142876 | 108182 | None | No. 13.38.2 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3 10 Sqm (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.38.2 ,P No-156) | Each | 472.5 | 472.5 | 1.0 | False | None | None | False | None | False | 472.5 | 0 | 3142759 | 108182 | None | VOL I for the year 2023-24.I.No.2.5.2 P.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 | 7328.85 | 7328.85 | 67.3 | False | None | None | False | None | False | 493231.605 | 0 | 3142818 | 108182 | None | VOL II for the year 2023-24.I.No.14.24 Page No.135 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush
pipe. | Each | 2976.75 | 2976.75 | 3.0 | False | None | None | False | None | False | 8930.25 | 0 | 3142802 | 108182 | None | I. No.11.5.2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of theEngineer in Charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No.11.5.2 P.No. 77) | Sqm | 4587.72 | 4587.72 | 1.74 | False | None | None | False | None | False | 7982.6328 | 0 | 3142848 | 108182 | None | It No- 3.6.4 | Supplying and fixing of modular switch & connected accessories
on existing modular switch plate as per IS 3854 and IS 1293
Stepped fan regulator. Two Module
PWD Electrical SR 2023-24, Page No-9, It No- 3.6.4 | Each | 374.85 | 374.85 | 33.0 | False | None | None | False | None | False | 12370.05 | 0 | 3142877 | 108182 | None | No. 13.27.1 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty
(C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end
fitted with Heavy Duty collar and other end fitted with protective cover) a.50 mm
(WS &Sewerage Works Vol V CSR for the 2023-24 No.
13.27.1 ,P No-156) | Each | 3202.5 | 3202.5 | 1.0 | False | None | None | False | None | False | 3202.5 | 0 | 3142711 | 108182 | None | Sl. No. 15 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs 50% (PWD CSR VOL I for the
year 2023-24. Sl. No. 15 P.No. 112)
| Cum | 3628.5 | 3628.5 | 67.3 | False | None | None | False | None | False | 244198.05 | 0 | 3142890 | 108182 | None | Sl. No. 2 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Plinth Beams of Buildings 50%. (PWD CSR VOL
I for the year 2023-24. Sl. No. 2 P.No. 111) | Cum | 3326.4 | 3326.4 | 19.66 | False | None | None | False | None | False | 65397.024 | 0 | 3142647 | 108182 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding for RCC Columns Shaft(Slip Centering) 70% (PWD CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111) | Cum | 4656.96 | 4656.96 | 5.94 | False | None | None | False | None | False | 27662.3424 | 0 | 3142760 | 108182 | None | VOL I for the year 2023-24. Sl.No.15 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs 50% | Cum | 3664.43 | 3664.43 | 67.27 | False | None | None | False | None | False | 246506.2061 | 0 | 3142819 | 108182 | None | VOL II for the year 2023-24.I.No.14.29 PageNo.136 | Providing and fixing 100 mm sand cast Iron grating for gully trap | Each | 49.35 | 49.35 | 3.0 | False | None | None | False | None | False | 148.05 | 0 | 3142648 | 108182 | None | I. No. 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle
vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage
charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design
Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR VOL I for the year 2023-24. I. No. 2.2.3 P.No. 15) | Cum | 6652.8 | 6652.8 | 34.95 | False | None | None | False | None | False | 232515.36 | 0 | 3142712 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7257.0 | 7257.0 | 1.96 | False | None | None | False | None | False | 14223.72 | 0 | 3142891 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16) | Cum | 7185.15 | 7185.15 | 9.56 | False | None | None | False | None | False | 68690.034 | 0 | 3142803 | 108182 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications:
Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1
P.No. 46)
| Sqm | 170.87 | 170.87 | 46.98 | False | None | None | False | None | False | 8027.4726 | 0 | 3142849 | 108182 | None | It No- 3.6.7 | 16Amps one way switch.
PWD Electrical SR 2023-24, Page No-9, It No- 3.6.7
| Each | 189.0 | 189.0 | 240.0 | False | None | None | False | None | False | 45360.0 | 0 | 3142878 | 108182 | None | 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 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (WS &Sewerage Works Vol V CSR for the 2023-24 No. 13.39 P No-157) | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | 3142761 | 108182 | None | VOL I for the year 2023-24. I.No.2.5.2 P.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 | 7328.85 | 7328.85 | 1.76 | False | None | None | False | None | False | 12898.776 | 0 | 3142820 | 108182 | None | VOL II for the year 2023-24.I.No.10.8 Page No.70 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size
75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width
with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of
Engineer-in- charge and finished smooth.
| Sqm | 2928.45 | 2928.45 | 28.08 | False | None | None | False | None | False | 82230.876 | 0 | 3142804 | 108182 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and
including riming 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.
(PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.30 P.No. 46)
| Sqm | 188.18 | 188.18 | 475.61 | False | None | None | False | None | False | 89500.2898 | 0 | 3142850 | 108182 | None | It No- 3.4.3 | Supplying and flush mounting powder coated / galvanized metal
box suitable for mounting modular switch plates. The box should be
firmly flush mounted after due groove cutting in Brick/Stone/C.C
wall . 4-5Way
PWD Electrical SR 2023-24, Page No-8, It No- 3.4.3
| Each | 185.85 | 185.85 | 120.0 | False | None | None | False | None | False | 22302.0 | 0 | 3142713 | 108182 | None | Sl. No. 19 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections
of minor sections 45% (PWD CSR VOL I for the year 2023-24. Sl. No. 19 P.No. 112)
| Cum | 3265.65 | 3265.65 | 1.96 | False | None | None | False | None | False | 6400.674 | 0 | 3142649 | 108182 | None | Sl. No. 2 | Addendum I Percentage Additionalities for Formwork, Centering Scaffolding for Plinth Beams of Buildings 50 (PWD CSR VOL
I for the year 2023-24. Sl. No. 2 P.No. 111) | Cum | 3326.4 | 3326.4 | 34.94 | False | None | None | False | None | False | 116224.416 | 0 | 3142892 | 108182 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70%
(PWD CSR VOL I for the year 2023-24. Sl. No. 9 , P.No. 111)
| Cum | 239.51 | 239.51 | 9.56 | False | None | None | False | None | False | 2289.7156 | 0 | 3142762 | 108182 | None | VOL I for the year 2023-24. Sl. No.19 P.No.112 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of minor sections 45% | Cum | 3297.98 | 3297.98 | 1.76 | False | None | None | False | None | False | 5804.4448 | 0 | 3142821 | 108182 | None | VOL II for the year 2023-24.I.No.14.5 PageNo.132 | 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
Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 8642.0 | 8642.0 | 3.0 | False | None | None | False | None | False | 25926.0 | 0 | 3142650 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7185.15 | 7185.15 | 14.75 | False | None | None | False | None | False | 105980.9625 | 0 | 3142893 | 108182 | None | I. No. 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 5.1.1 P.No. 09) | Cum | 5891.55 | 5891.55 | 32.46 | False | None | None | False | None | False | 191239.713 | 0 | 3142714 | 108182 | None | I. No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17)
| Sqm | 1389.25 | 1389.25 | 458.67 | False | None | None | False | None | False | 637207.2975 | 0 | 3142805 | 108182 | None | I. No. 7.19 | Providing and laying to required line and slope roofing with semicorrugated ( Trafford ) asbestos cement sheet 6mm. thick fixed
with galvanised iron J or L hooks, bolts and nuts 8mm. dia C.I plain and bitumen washers, over the existing purlins, rafters and
trusses including cost of materials, labour, complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24.
I. No. 7.19 P.No. 23) | Sqm | 404.48 | 404.48 | 32.08 | False | None | None | False | None | False | 12975.7184 | 0 | 3142851 | 108182 | None | It No- 3.4.5 | 8Way
PWD Electrical SR 2023-24, Page No-8, It No- 3.4.5
| Each | 274.05 | 274.05 | 60.0 | False | None | None | False | None | False | 16443.0 | 0 | 3142763 | 108182 | None | VOL II for the year 2023-24.I. No.6.32 P.No.17 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Cum | 1403.01 | 1403.01 | 408.27 | False | None | None | False | None | False | 572806.8927 | 0 | 3142822 | 108182 | None | VOL II for the year 2023-24.I.No.14.1 PageNo.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 | 7.0 | False | None | None | False | None | False | 35897.4 | 0 | 3142806 | 108182 | None | I. No. 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder,
railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per
specifications and as per directions of the Engineer-in- Charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No.
11.25.2 P.No. 84)
| Kg | 147.08 | 147.08 | 351.04 | False | None | None | False | None | False | 51630.9632 | 0 | 3142894 | 108182 | None | I. No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17)
| Sqm | 1375.5 | 1375.5 | 334.36 | False | None | None | False | None | False | 459912.18 | 0 | 3142715 | 108182 | None | I. No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 6.34 P.No. 17) | Sqm | 1170.79 | 1170.79 | 30.17 | False | None | None | False | None | False | 35322.7343 | 0 | 3142852 | 108182 | None | It No- 3.4.3 | Supplying and fixing superior quality modular switch mounting
polycarbonate plate with necessary supporting back plate with
required nos. of machine screws, bolts nuts etc., complete on the
existing metal/PVC box. - 4 Module
PWD Electrical SR 2023-24, Page No-8, It No- 3.4.3
| Each | 183.75 | 183.75 | 120.0 | False | None | None | False | None | False | 22050.0 | 0 | 3142651 | 108182 | None | Sl. No. 9 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) 70% (PWD
CSR VOL I for the year 2023-24. Sl. No. 9 P.No. 111)
| Cum | 5029.61 | 5029.61 | 14.73 | False | None | None | False | None | False | 74086.1553 | 0 | 3142764 | 108182 | None | VOL II for the year 2023-24. I. No.6.34 P.No.17 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1170.79 | 1170.79 | 57.65 | False | None | None | False | None | False | 67496.0435 | 0 | 3142823 | 108182 | None | VOL II for the year 2023-24.I.No.13.59 PageNo.127 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all
necessary accessories complete
For Bathrooms, Urinals, Toilet rooms and hand wash | No | 231.0 | 231.0 | 25.0 | False | None | None | False | None | False | 5775.0 | 0 | 3142824 | 108182 | None | CSR VOL I for the year 2023-24. I. No. 1.15. | 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 | Cum | 381.15 | 381.15 | 46.8 | False | None | None | False | None | False | 17837.82 | 0 | 3142807 | 108182 | None | I. No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour,
cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and
other ancilary operations complete as per drawing and technical specification. a.Buildings (PWD CSR VOL I for the year 2023-
24. I. No. 2.11.a P.No. 18)
| Tonne | 96747.74 | 96747.74 | 0.2 | False | None | None | False | None | False | 19349.548 | 0 | 3142652 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7185.15 | 7185.15 | 5.72 | False | None | None | False | None | False | 41099.058 | 0 | 3142716 | 108182 | None | I. No. 6.16 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. (PWD SR for
Buildings VOL II for the year 2023-24. I. No. 6.16 P.No. 15)
| Sqm | 100.75 | 100.75 | 30.07 | False | None | None | False | None | False | 3029.5525 | 0 | 3142895 | 108182 | None | I. No. 8.3.2 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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. (PWD SR FOR BUILDING VOL II for the year 2023-24, I. No. 8.3.2
P.No.41 )
| Sqm | 349.65 | 349.65 | 902.0 | False | None | None | False | None | False | 315384.3 | 0 | 3142853 | 108182 | None | It No- 3.5.5 | 8Module
PWD Electrical SR 2023-24, Page No-8, It No- 3.5.5
| Each | 298.2 | 298.2 | 60.0 | False | None | None | False | None | False | 17892.0 | 0 | 3142765 | 108182 | None | VOL II for the year 2023-24. I. No.6.16 P.No.15 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 101.75 | 101.75 | 57.55 | False | None | None | False | None | False | 5855.7125 | 0 | 3142896 | 108182 | None | I. No. 11.25 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per
directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 11.25.2 P.No. 84)
| Kg | 142.8 | 142.8 | 336.0 | False | None | None | False | None | False | 47980.8 | 0 | 3142717 | 108182 | None | I. No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as
per directions of Engineer-in-charge. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 8.1.2 P.No. 41)
| Sqm | 255.58 | 255.58 | 770.78 | False | None | None | False | None | False | 196995.9524 | 0 | 3142854 | 108182 | None | It No- 11.13.2 | Supplying and fixing of slim patty fitting, made out of CRCA Sheet
metal body with locking type holder completely wired. Excluding
Ballast & Fluorescent Tube. 1 x 4' Tube light fitting.
PWD Electrical SR 2023-24, Page No-47 , It No- 11.13.2 | Each | 282.45 | 282.45 | 120.0 | False | None | None | False | None | False | 33894.0 | 0 | 3142653 | 108182 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts
60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 4311.09 | 4311.09 | 5.72 | False | None | None | False | None | False | 24659.4348 | 0 | 3142825 | 108182 | None | SR VOL II for the year 2023-24.I. No. 13.53 Page N | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with
bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610
mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover
23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3
graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand :
10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar
1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed
concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for
single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 SR VOL II for the year 2023-24.I. No. 13.53 Page No. 126 | Each | 5924.1 | 5924.1 | 12.0 | False | None | None | False | None | False | 71089.2 | 0 | 3142766 | 108182 | None | VOL II for the year 2023-24. I. No.8.1.2 P.No.41 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 258.11 | 258.11 | 610.43 | False | None | None | False | None | False | 157558.0873 | 0 | 3142654 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16) | Cum | 7185.15 | 7185.15 | 3.98 | False | None | None | False | None | False | 28596.897 | 0 | 3142897 | 108182 | None | I. No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of
primer applied @ 0.80 ltr/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. (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 8.33.3 P.No. 47) | Sqm | 145.95 | 145.95 | 24.0 | False | None | None | False | None | False | 3502.8 | 0 | 3142718 | 108182 | None | I. No. 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand)
finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding
off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete
as per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.8 P.No.
42)
| Sqm | 393.44 | 393.44 | 628.6 | False | None | None | False | None | False | 247316.384 | 0 | 3142767 | 108182 | None | I. No. 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand)
finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as
per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 20223-24. I. No. 8.8 P.No. 42) | Sqm | 397.34 | 397.34 | 591.47 | False | None | None | False | None | False | 235014.6898 | 0 | 3142855 | 108182 | None | It No- 12.12.1 | Supplying and fixing/replacing of fluorescent tube. 18 to 40W
PWD Electrical SR 2023-24, Page No-48 , It No- 12.12.1 | Each | 99.75 | 99.75 | 120.0 | False | None | None | False | None | False | 11970.0 | 0 | 3142826 | 108182 | None | SR VOL II 2023-24.I. No. 13.64.3 Page No. 128 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes &
fittings with one step solvent cement, trenching, refilling & testing of joints complete as per
direction of Engineer in Charge. 150mm nominal dia pipes 150mm dia distribution line from Inspection Chamber to
Septic Tank | Per Mtr | 806.4 | 806.4 | 40.0 | False | None | None | False | None | False | 32256.0 | 0 | 3142719 | 108182 | None | I. No. 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as
per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.2.2 P.No.
41) | Sqm | 295.88 | 295.88 | 39.85 | False | None | None | False | None | False | 11790.818 | 0 | 3142898 | 108182 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including
riming 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. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 8.30 P.No. 46)
| Sqm | 182.7 | 182.7 | 902.0 | False | None | None | False | None | False | 164795.4 | 0 | 3142856 | 108182 | None | It No- 6.3.1 | 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 (1200 mm) Regular model
PWD Electrical SR 2023-24, Page No-30, It No- 6.3.1
| Each | 3133.2 | 3133.2 | 33.0 | False | None | None | False | None | False | 103395.6 | 0 | 3142655 | 108182 | None | Sl. No. 16 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Staircase and other similar structures 50% (PWD
CSR VOL I for the year 2023-24. Sl. No. 16 P.No. 112) | Cum | 3592.58 | 3592.58 | 3.96 | False | None | None | False | None | False | 14226.6168 | 0 | 3142827 | 108182 | None | SR VOL II 2023-24.I. No. 13.64.2 Page No. 128 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes &
fittings with one step solvent cement, trenching, refilling & testing of joints complete as per
direction of Engineer in Charge. 110mm nominal dia pipes (PWD SR for Buildings VOL II for the year 2023-24.I. No. 13.64.2 Page No. 128) | Mtr | 404.25 | 404.25 | 120.0 | False | None | None | False | None | False | 48510.0 | 0 | 3142768 | 108182 | None | VOL II for the year 2023-24. I.No.8.51 P.No.50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. | Sqm | 107.1 | 107.1 | 1017.16 | False | None | None | False | None | False | 108937.836 | 0 | 3142828 | 108182 | None | I. No. 13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to
IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10
mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter (PWD SR for Buildings VOL II for the year 2023-24.I. No. 13.48 Page No. 125) | Per Mtr | 305.55 | 305.55 | 96.0 | False | None | None | False | None | False | 29332.8 | 0 | 3142899 | 108182 | None | I. No. 2.11(a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning,
straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary
operations complete as per drawing and technical specification. (PWD SR FOR BUILDING VOL II for the year 2023-24, I. No. 2.11(a)
P.No.18) | Tonne | 93929.85 | 93929.85 | 4.03 | False | None | None | False | None | False | 378537.2955 | 0 | 3142656 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16) | Cum | 7185.15 | 7185.15 | 18.88 | False | None | None | False | None | False | 135655.632 | 0 | 3142720 | 108182 | None | I. No. 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD
SR for Buildings VOL II for the year 2023-24. I. No. 8.51 P.No. 50)
| Sqm | 106.05 | 106.05 | 1253.73 | False | None | None | False | None | False | 132958.0665 | 0 | 3142857 | 108182 | None | It No- 13.10 | 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.
PWD Electrical SR 2023-24, Page No-57 , It No- 13.10 | Each | 179.55 | 179.55 | 33.0 | False | None | None | False | None | False | 5925.15 | 0 | 3142769 | 108182 | None | VOL II for the year 2023-24.I. No.12.13.1 P.No.100 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 105830.87 | 105830.87 | 0.82 | False | None | None | False | None | False | 86781.3134 | 0 | 3142721 | 108182 | None | I. No. 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including
making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges
complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.13.1 P.No. 100) | Cum | 104793.31 | 104793.31 | 0.91 | False | None | None | False | None | False | 95361.9121 | 0 | 3142829 | 108182 | None | I. No. 2.1.3 | 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. - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse ze graded crushed coarse aggregates
PWD CSR VOL I for the year 2023-24 I. No. 2.1.3 P.No.15 | Cum | 6288.45 | 6288.45 | 2.0 | False | None | None | False | None | False | 12576.9 | 0 | 3142858 | 108182 | None | It No- 5.18.1 | Supplying and fixing miniature circuit breakers on existing MCB
distribution boards using necessary fixing materials and 'C' Type
curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC
60898. 6-32Amps SP
Supplying and fixing/replacing of fluorescent tube. 18 to 40W
PWD Electrical SR 2023-24, Page No-17, It No- 5.18.1
| Each | 435.75 | 435.75 | 36.0 | False | None | None | False | None | False | 15687.0 | 0 | 3142657 | 108182 | None | Sl. No. 14 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts
60% (PWD CSR VOL I for the year 2023-24. Sl. No. 14 P.No. 112) | Cum | 4311.09 | 4311.09 | 18.88 | False | None | None | False | None | False | 81393.3792 | 0 | 3142770 | 108182 | None | VOL I for the year 2023-24.I.No.12.57.6 P.No.105 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per specification. 35 mm thick both side commercial | Sqm | 3557.86 | 3557.86 | 23.73 | False | None | None | False | None | False | 84428.0178 | 0 | 3142722 | 108182 | None | I. No. 12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC
foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be
reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size
complete as per manufacturers specification & direction of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I.
No. 12.54 P.No. 104) | Sqm | 337.24 | 337.24 | 17.1 | False | None | None | False | None | False | 5766.804 | 0 | 3142771 | 108182 | None | I. No. 12.90 | 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 throughout 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) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.90 P.No. 110)
| Sqm | 7212.11 | 7212.11 | 43.2 | False | None | None | False | None | False | 311563.152 | 0 | 3142658 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7185.15 | 7185.15 | 77.28 | False | None | None | False | None | False | 555268.392 | 0 | 3142859 | 108182 | None | It No- 5.18.4 | 6-32 Amps DP
PWD Electrical SR 2023-24, Page No-17, It No- 5.18.4
| Each | 775.95 | 775.95 | 24.0 | False | None | None | False | None | False | 18622.8 | 0 | 3142830 | 108182 | None | No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm
having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2
conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including
cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications.
lete as per specifications.
PWD SR FOR BUILDING VOL II for the year 2023-24I. No. 6.32 P.No.17 | Sqm | 1375.5 | 1375.5 | 38.79 | False | None | None | False | None | False | 53355.645 | 0 | 3142723 | 108182 | None | I. No. 12.57.6 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and
internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer)
hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991.
from manufacturer complete as per specification. 35 mm thick both side commercial (PWD CSR VOL I for the year 2023-24. I. No. 12.57.6 P.No. 105) | Sqm | 3522.98 | 3522.98 | 26.1 | False | None | None | False | None | False | 91949.778 | 0 | 3142831 | 108182 | None | I. No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size
400x100x200mm having block density more than 1800kg/m3 and minimum compressive
strength of 4.00 N/mm2 conforming to IS 2185 (Part- I)- 2005 and constructed with CM
1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing,
usage charges of machinery etc complete as per specifications.
PWD SR FOR BUILDING VOL II for the year 2023-24I. No. 6.34 P.No.17 | Sqm | 1159.2 | 1159.2 | 5.4 | False | None | None | False | None | False | 6259.68 | 0 | 3142860 | 108182 | None | It No- 5.30 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to
20A single phase Class-1 Accuracy with Temper Proof Energy
Meter.
PWD Electrical SR 2023-24, Page No-19, It No- 5.30 | Each | 1449.0 | 1449.0 | 3.0 | False | None | None | False | None | False | 4347.0 | 0 | 3142659 | 108182 | None | Sl. No. 15 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs 50% (PWD CSR VOL I for the
year 2023-24. Sl. No. 15 P.No. 112) | Cum | 3592.58 | 3592.58 | 71.16 | False | None | None | False | None | False | 255647.9928 | 0 | 3142772 | 108182 | None | VOL II for the year 2023-24. I. No.12.60 P.No.105 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Nos | 1126.69 | 1126.69 | 20.0 | False | None | None | False | None | False | 22533.8 | 0 | 3142724 | 108182 | None | I. No. 12.90 | 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 throughout 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) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.90 P.No. 110) | Sqm | 7141.41 | 7141.41 | 39.6 | False | None | None | False | None | False | 282799.836 | 0 | 3142660 | 108182 | None | I. No. 2.5.2 | 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(PWD CSR VOL I for the year 2023-24. I. No. 2.5.2 P.No. 16)
| Cum | 7185.15 | 7185.15 | 2.2 | False | None | None | False | None | False | 15807.33 | 0 | 3142832 | 108182 | None | I. No. 2.5.2 | 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 : Size-3.46x4.46x0.10; Deduct Manhole Cover 0.61x0.455
PWD CSR VOL I for the year 2023-24, I. No. 2.5.2 P.No.16 | Cum | 7185.15 | 7185.15 | 1.52 | False | None | None | False | None | False | 10921.428 | 0 | 3142773 | 108182 | None | VOL II for the year 2023-24. I.No.12.74.1 P.No.107 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90mm | Nos | 109.24 | 109.24 | 66.0 | False | None | None | False | None | False | 7209.84 | 0 | 3142725 | 108182 | None | I. No. 12.60 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality
with necessary screws etc. complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.60 P.No. 105)
| No | 1115.65 | 1115.65 | 22.0 | False | None | None | False | None | False | 24544.3 | 0 | 3142833 | 108182 | None | Sl. No. 15 | AddendumI Percentage Additionalities for Formwork, Centering & Scaffolding for RCC
Roof Slabs 50%
Size - 3.46x4.46; Deduct Manhole Cover 0.61x0.455
(PWD CSR VOL I for the year 2023-24. Sl. No. 15 P.No. 112) | Cum | 3592.58 | 3592.58 | 15.15 | False | None | None | False | None | False | 54427.587 | 0 | 3142661 | 108182 | None | Sl. No. 19 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural
projections of minor sections 45% (PWD CSR VOL I for the year 2023-24. Sl. No. 19 P.No. 112) | Cum | 3233.32 | 3233.32 | 2.19 | False | None | None | False | None | False | 7080.9708 | 0 | 3142774 | 108182 | None | VOL II for the year 2023-24. I.No.12.58 P.No.105 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Nos | 128.52 | 128.52 | 11.0 | False | None | None | False | None | False | 1413.72 | 0 | 3142726 | 108182 | None | I. No. 12.74.1 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90mm (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 12.74.1 P.No. 107) | No | 108.17 | 108.17 | 66.0 | False | None | None | False | None | False | 7139.22 | 0 | 3142662 | 108182 | None | I. No. 6.3 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17)
| Sqm | 1375.5 | 1375.5 | 76.1 | False | None | None | False | None | False | 104675.55 | 0 | 3142834 | 108182 | None | I. No. 8.3.2 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary
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.
PWD SR FOR BUILDING VOL II for the year 2023-24, I. No. 8.3.2 P.No.41 | Sqm | 349.65 | 349.65 | 36.4 | False | None | None | False | None | False | 12727.26 | 0 | 3142775 | 108182 | None | VOL II for the year 2023-24.I.No.12.62 P.No.105 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete | Nos | 253.83 | 253.83 | 22.0 | False | None | None | False | None | False | 5584.26 | 0 | 3142727 | 108182 | None | I. No. 12.58 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 12.58 P.No. 105) | No | 127.26 | 127.26 | 11.0 | False | None | None | False | None | False | 1399.86 | 0 | 3142663 | 108182 | None | I. No. 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 6.32 P.No. 17) | Sqm | 1375.5 | 1375.5 | 413.26 | False | None | None | False | None | False | 568439.13 | 0 | 3142835 | 108182 | None | Sl No. 18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs
(weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements
with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc.
complete as directed by the engineer-in-charge.
(WS & Sewerage Works CSR for the year 2023-24. Sl No. 18.3 P.No.221)
MAN HOLE COVER | Each | 2060.1 | 2060.1 | 1.0 | False | None | None | False | None | False | 2060.1 | 0 | 3142776 | 108182 | None | VOL II for the year 2023-24.I.No.12.63 P.No.105 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete | Nos | 139.23 | 139.23 | 22.0 | False | None | None | False | None | False | 3063.06 | 0 | 3142777 | 108182 | None | I. No. 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for
embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making
good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges,
complete as per specifications. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.51 P.No. 105)
D | No | 1590.43 | 1590.43 | 10.0 | False | None | None | False | None | False | 15904.3 | 0 | 3142728 | 108182 | None | I. No. 12.62 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (PWD SR for Buildings VOL II
for the year 2023-24. I. No. 12.62 P.No. 105) | No | 251.34 | 251.34 | 22.0 | False | None | None | False | None | False | 5529.48 | 0 | 3142836 | 108182 | None | I. No. 2.11(a) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all
materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding
joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as
per drawing and technical specification.
PWD SR FOR BUILDING VOL II for the year 2023-24, I. No. 2.11(a) P.No.18
Steel 65 Kg/Cum for Roof Slab | Tonne | 93929.85 | 93929.85 | 0.1 | False | None | None | False | None | False | 9392.985 | 0 | 3142664 | 108182 | None | I. No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than
1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as
per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per
specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 6.34 P.No. 17)
| Sqm | 1159.2 | 1159.2 | 42.15 | False | None | None | False | None | False | 48860.28 | 0 | 3142778 | 108182 | None | I. No. 11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming
coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. (PWD SR for Buildings VOL
II for the year 2023-24. I. No. 11.34B P.No. 86) | Kg | 195.99 | 195.99 | 907.2 | False | None | None | False | None | False | 177802.128 | 0 | 3142729 | 108182 | None | I. No. 12.63 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 )
transparent or dyed to required colour or shade, with necessary screws etc. complete (PWD SR for Buildings VOL II for the year 2023-
24. I. No. 12.63 P.No. 105)
| No | 137.87 | 137.87 | 85.0 | False | None | None | False | None | False | 11718.95 | 0 | 3142665 | 108182 | None | I. No. 6.16 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. (PWD SR for
Buildings VOL II for the year 2023-24. I. No. 6.16 P.No. 15) | Sqm | 99.75 | 99.75 | 42.15 | False | None | None | False | None | False | 4204.4625 | 0 | 3142730 | 108182 | None | I. No. 12.55.1 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for
stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm
wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick,
20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted
in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive
etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium
hinges. with both side prelam (PWD CSR VOL I for the year 2023-24. I. No. 12.55.1 P.No. 104)
| Sqm | 2509.14 | 2509.14 | 4.72 | False | None | None | False | None | False | 11843.1408 | 0 | 3142666 | 108182 | None | I. No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required
smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as
per directions of Engineer-in-charge. (PWD CSR for Buildings VOL II for the year 2023-24. I. No. 8.1.2 P.No. 41)
| Sqm | 253.05 | 253.05 | 740.85 | False | None | None | False | None | False | 187472.0925 | 0 | 3142779 | 108182 | None | I. No. 9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 %
and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse
sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.17.2 P.No. 61)
| Sqm | 1258.42 | 1258.42 | 308.83 | False | None | None | False | None | False | 388637.8486 | 0 | 3142731 | 108182 | None | I. No. 12.85 | Providing & fixing of louvered ventilator 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 with gaskets grey colour having isolated drainage
and reinforced with Galvanized Iron profile throughout the ventilator frame. The frame having overall size of 39mm x 39mm with GI
reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts
for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is
inclusive of all fixtures and separate charges for minor T&P's shall not be made) (PWD SR for Buildings VOL II for the year 2023-24. I.
No. 12.85 P.No. 109) | Sqm | 6065.0 | 6065.0 | 2.52 | False | None | None | False | None | False | 15283.8 | 0 | 3142780 | 108182 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing
and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the year 2023-24.
I. No. 9.32 P.No. 64) | Sqm | 2765.32 | 2765.32 | 124.6 | False | None | None | False | None | False | 344558.872 | 0 | 3142667 | 108182 | None | I. No.8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding
off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No.8.8 P.No. 42) | Sqm | 389.55 | 389.55 | 788.72 | False | None | None | False | None | False | 307245.876 | 0 | 3142732 | 108182 | None | I. No. 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for
embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame,
making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials,
labour charges, complete as per specifications. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.51 P.No. 105)
| No | 1574.84 | 1574.84 | 11.0 | False | None | None | False | None | False | 17323.24 | 0 | 3142668 | 108182 | None | I. No. 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off
corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete
as per specifications and as per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.2.2
P.No. 41)
| Sqm | 292.95 | 292.95 | 199.6 | False | None | None | False | None | False | 58472.82 | 0 | 3142781 | 108182 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing
and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the year 2023-24.
I. No. 9.32 P.No. 64)
| Sqm | 2765.32 | 2765.32 | 25.54 | False | None | None | False | None | False | 70626.2728 | 0 | 3142782 | 108182 | None | I. No. 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish
etc. complete as per design approved by Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 10.2 P.No. 69) | m | 351.28 | 351.28 | 39.6 | False | None | None | False | None | False | 13910.688 | 0 | 3142733 | 108182 | None | I. No. 11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming
coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 11.34B P.No. 86)
| Kg | 194.07 | 194.07 | 914.72 | False | None | None | False | None | False | 177519.7104 | 0 | 3142669 | 108182 | None | I. No. 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered
wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (PWD
SR for Buildings VOL II for the year 2023-24. I. No. 8.51 P.No. 50) | Sqm | 105.0 | 105.0 | 1168.84 | False | None | None | False | None | False | 122728.2 | 0 | 3142670 | 108182 | None | I. No. 12.13.1 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled
including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage
charges complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.13.1 P.No. 100)
| Cum | 103755.75 | 103755.75 | 0.81 | False | None | None | False | None | False | 84042.1575 | 0 | 3142783 | 108182 | None | I. No. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer
applied @0.75 ltr/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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.2 P.No. 46)
| Sqm | 147.8 | 147.8 | 136.8 | False | None | None | False | None | False | 20219.04 | 0 | 3142734 | 108182 | None | I. No. 9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 %
and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse
sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.17.2 P.No. 61)
| Sqm | 1246.08 | 1246.08 | 269.94 | False | None | None | False | None | False | 336366.8352 | 0 | 3142671 | 108182 | None | I. No. 12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC
foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be
reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size
complete as per manufacturers specification & direction of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I.No. 12.54 P.No. 104)
| Cum | 333.9 | 333.9 | 22.8 | False | None | None | False | None | False | 7612.92 | 0 | 3142784 | 108182 | None | I. No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer
applied @ 0.80 ltr/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. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 8.33.3 P.No. 47)
| Sqm | 148.86 | 148.86 | 72.83 | False | None | None | False | None | False | 10841.4738 | 0 | 3142735 | 108182 | None | I. No. 9.17.2 | VITRIFIED GLAZED SKRITING
(PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.17.2 P.No. 61)
| Sqm | 1246.08 | 1246.08 | 15.54 | False | None | None | False | None | False | 19364.0832 | 0 | 3142672 | 108182 | None | I. No. 12.57.6 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and
internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer)
hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991.
from manufacturer complete as per specification. 35 mm thick both side commercial (PWD CSR VOL I for the year 2023-24. I. No.
12.57.6 P.No. 105)
| Cum | 3488.1 | 3488.1 | 22.47 | False | None | None | False | None | False | 78377.607 | 0 | 3142785 | 108182 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.
(PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46)
| Sqm | 169.21 | 169.21 | 610.42 | False | None | None | False | None | False | 103289.1682 | 0 | 3142736 | 108182 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,
curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the year
2023-24. I. No. 9.32 P.No. 64)
| Sqm | 2738.21 | 2738.21 | 124.54 | False | None | None | False | None | False | 341016.6734 | 0 | 3142786 | 108182 | None | I. No. 11.28 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No.
11.28 P.No. 85)
| Kg | 147.8 | 147.8 | 622.16 | False | None | None | False | None | False | 91955.248 | 0 | 3142673 | 108182 | None | I. No. 12.90 | 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) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.90 P.No. 110) | Sqm | 7070.7 | 7070.7 | 41.04 | False | None | None | False | None | False | 290181.528 | 0 | 3142737 | 108182 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,
curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the year
2023-24. I. No. 9.32 P.No. 64)
| Sqm | 2738.21 | 2738.21 | 25.54 | False | None | None | False | None | False | 69933.8834 | 0 | 3142738 | 108182 | None | I. No. 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish
etc. complete as per design approved by Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 10.2 P.No. 69)
| m | 347.84 | 347.84 | 39.6 | False | None | None | False | None | False | 13774.464 | 0 | 3142674 | 108182 | None | I. No. 12.60 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality
with necessary screws etc. complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.60 P.No. 105) | No | 1104.6 | 1104.6 | 20.0 | False | None | None | False | None | False | 22092.0 | 0 | 3142787 | 108182 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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.
(PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46) | Sqm | 169.22 | 169.22 | 406.74 | False | None | None | False | None | False | 68828.5428 | 0 | 3142675 | 108182 | None | I. No. 12.74 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90mm (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 12.74.1 P.No. 107)
| No | 107.1 | 107.1 | 54.0 | False | None | None | False | None | False | 5783.4 | 0 | 3142788 | 108182 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including
riming 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. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 8.30 P.No. 46)
| Sqm | 186.35 | 186.35 | 591.54 | False | None | None | False | None | False | 110233.479 | 0 | 3142739 | 108182 | None | I. No. 9.11 | 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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.11 P.No. 60)
| Sqm | 942.78 | 942.78 | 22.71 | False | None | None | False | None | False | 21410.5338 | 0 | 3142676 | 108182 | None | I. No. 12.58 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. (PWD SR for Buildings
VOL II for the year 2023-24. I. No. 12.58 P.No. 105) | No | 126.0 | 126.0 | 10.0 | False | None | None | False | None | False | 1260.0 | 0 | 3142789 | 108182 | None | I. No. 8.84 | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including
finishing etc.,complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.84 P.No. 55)
| Sqm | 508.72 | 508.72 | 18.0 | False | None | None | False | None | False | 9156.96 | 0 | 3142740 | 108182 | None | I. No. 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white
cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,
complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.39 P.No. 65)
| Sqm | 1536.66 | 1536.66 | 39.85 | False | None | None | False | None | False | 61235.901 | 0 | 3142677 | 108182 | None | I. No. 12.62 | Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (PWD SR for Buildings VOL
II for the year 2023-24. I. No. 12.62 P.No. 105)
| No | 248.85 | 248.85 | 20.0 | False | None | None | False | None | False | 4977.0 | 0 | 3142790 | 108182 | None | I. No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning,
straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary
operations complete as per drawing and technical specification. a.Buildings (PWD CSR VOL I for the year 2023-24. I. No. 2.11.a P.No.
18) | Tonne | 95808.44 | 95808.44 | 11.56 | False | None | None | False | None | False | 1107545.5664 | 0 | 3142741 | 108182 | None | I. No. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer
applied @0.75 ltr/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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.2 P.No. 46)
| Sqm | 146.35 | 146.35 | 137.52 | False | None | None | False | None | False | 20126.052 | 0 | 3142678 | 108182 | None | I. No. 12.63 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 )
transparent or dyed to required colour or shade, with necessary screws etc. complete (PWD SR for Buildings VOL II for the year 2023-
24. I. No. 12.63 P.No. 105)
| No | 136.5 | 136.5 | 20.0 | False | None | None | False | None | False | 2730.0 | 0 | 3142742 | 108182 | None | I. No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of
primer applied @ 0.80 ltr/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. (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 8.33.3 P.No. 47)
| Sqm | 147.41 | 147.41 | 73.19 | False | None | None | False | None | False | 10788.9379 | 0 | 3142679 | 108182 | None | I. No. 12.55.1 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for
stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm
wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick,
20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted
in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive
etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium
hinges. with both side prelam (PWD CSR VOL I for the year 2023-24. I. No. 12.55.1 P.No. 104)
| Sqm | 2484.3 | 2484.3 | 6.3 | False | None | None | False | None | False | 15651.09 | 0 | 3142743 | 108182 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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-incharge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46)
| Sqm | 167.56 | 167.56 | 770.77 | False | None | None | False | None | False | 129150.2212 | 0 | 3142744 | 108182 | None | I. No. 11.28 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year 2023-24. I.
No. 11.28 P.No. 85) | Kg | 146.35 | 146.35 | 622.16 | False | None | None | False | None | False | 91053.116 | 0 | 3142680 | 108182 | None | I. No. 12.85 | Providing & fixing of louvered ventilator 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 with gaskets grey colour having isolated drainage
and reinforced with Galvanized Iron profile throughout the ventilator frame. The frame having overall size of 39mm x 39mm with GI
reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts
for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is
inclusive of all fixtures and separate charges for minor T&P's shall not be made) (PWD SR for Buildings VOL II for the year 2023-24. I. No. 12.85 P.No. 109)
| Sqm | 6004.95 | 6004.95 | 2.52 | False | None | None | False | None | False | 15132.474 | 0 | 3142681 | 108182 | None | I. No. 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for
embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame,
making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials,
labour charges, complete as per specifications. (PWD SR for Buildings VOL II for the year 2021-22. I. No. 12.51 P.No. 105) | No | 1559.25 | 1559.25 | 10.0 | False | None | None | False | None | False | 15592.5 | 0 | 3142745 | 108182 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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-incharge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46) | Sqm | 167.56 | 167.56 | 433.34 | False | None | None | False | None | False | 72610.4504 | 0 | 3142682 | 108182 | None | I. No. 11.3 | 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. (PWD SR for
Buildings VOL II for the year 2023-24. I. No. 11.34B P.No. 86)
| Kg | 192.15 | 192.15 | 922.32 | False | None | None | False | None | False | 177223.788 | 0 | 3142746 | 108182 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including
riming 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. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 8.30 P.No. 46)
| Sqm | 184.52 | 184.52 | 628.67 | False | None | None | False | None | False | 116002.1884 | 0 | 3142683 | 108182 | None | I. No. 11.3 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals
20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking
arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage
charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II
for the year 2023-24. I. No. 11.3 P.No. 77) | Sqm | 8689.8 | 8689.8 | 8.38 | False | None | None | False | None | False | 72820.524 | 0 | 3142747 | 108182 | None | I. No. 8.84 | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including
finishing etc.,complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.84 P.No. 55)
| Sqm | 503.74 | 503.74 | 18.0 | False | None | None | False | None | False | 9067.32 | 0 | 3142684 | 108182 | None | I. No. 11.6.1 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length
and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for
inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire
springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required
thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of
machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 11.6.1 P.No. 78) | Sqm | 2764.65 | 2764.65 | 8.38 | False | None | None | False | None | False | 23167.767 | 0 | 3142748 | 108182 | None | I. No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning,
straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary
operations complete as per drawing and technical specification. a.Buildings (PWD CSR VOL I for the year 2023-24. I. No. 2.11.a P.No.
18)
| Tonne | 94869.14 | 94869.14 | 11.63 | False | None | None | False | None | False | 1103328.0982 | 0 | 3142685 | 108182 | None | I. No. 9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 %
and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse
sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.17.2 P.No. 61) | Sqm | 1233.75 | 1233.75 | 311.12 | False | None | None | False | None | False | 383844.3 | 0 | 3142686 | 108182 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,
curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the
year 2023-24. I. No. 9.32 P.No. 64)
| Sqm | 2711.1 | 2711.1 | 120.87 | False | None | None | False | None | False | 327690.657 | 0 | 3142687 | 108182 | None | I. No. 9.32 | Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid
and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing ,
curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(PWD SR for Buildings VOL II for the
year 2023-24. I. No. 9.32 P.No. 64)
| Sqm | 2711.1 | 2711.1 | 48.88 | False | None | None | False | None | False | 132518.568 | 0 | 3142688 | 108182 | None | I. No. 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss
finish etc. complete as per design approved by Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 10.2
P.No. 69)
| m | 344.4 | 344.4 | 87.48 | False | None | None | False | None | False | 30128.112 | 0 | 3142689 | 108182 | None | I. No. 9.11 | 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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.11 P.No. 60)
| Sqm | 933.45 | 933.45 | 25.28 | False | None | None | False | None | False | 23597.616 | 0 | 3142690 | 108182 | None | I. No. 9.39 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white
cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,
complete as per specifications. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 9.39 P.No. 65)
| Sqm | 1521.45 | 1521.45 | 53.08 | False | None | None | False | None | False | 80758.566 | 0 | 3142691 | 108182 | None | I. No. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer
applied @0.75 ltr/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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.2 P.No. 46)
| Sqm | 144.9 | 144.9 | 57.45 | False | None | None | False | None | False | 8324.505 | 0 | 3142692 | 108182 | None | I. No. 8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of
primer applied @ 0.80 ltr/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. (PWD SR
for Buildings VOL II for the year 2023-24. I. No. 8.33.3 P.No. 47)
| Sqm | 145.95 | 145.95 | 99.16 | False | None | None | False | None | False | 14472.402 | 0 | 3142693 | 108182 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46)
| Sqm | 165.9 | 165.9 | 740.31 | False | None | None | False | None | False | 122817.429 | 0 | 3142694 | 108182 | None | I. No. 11.28 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR for Buildings VOL II for the year 2023-24. I.
No. 11.28 P.No. 85)
| Kg | 144.9 | 144.9 | 496.38 | False | None | None | False | None | False | 71925.462 | 0 | 3142695 | 108182 | None | I. No. 8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats
applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.33.1 P.No. 46)
| Sqm | 165.9 | 165.9 | 428.53 | False | None | None | False | None | False | 71093.127 | 0 | 3142696 | 108182 | None | I. No. 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including
riming 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. (PWD SR for Buildings VOL II for the year
2023-24. I. No. 8.30 P.No. 46 | Sqm | 182.7 | 182.7 | 788.81 | False | None | None | False | None | False | 144115.587 | 0 | 3142697 | 108182 | None | I. No. 8.84 | Providing wall black boards in 12mm thick with CM 1:3 and applied with primer & two coats of acrylic emulsion black paint including
finishing etc.,complete. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.84 P.No. 55)
| Sqm | 498.75 | 498.75 | 3.6 | False | None | None | False | None | False | 1795.5 | 0 | 3142698 | 108182 | None | I. No. 8.49 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after
thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as
per directions of Engineer-in-charge. (PWD SR for Buildings VOL II for the year 2023-24. I. No. 8.49 P.No. 49) | cm | 4.2 | 4.2 | 2000.0 | False | None | None | False | None | False | 8400.0 | 0 | 3142699 | 108182 | None | I. No. 2.11.a | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning,
straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary
operations complete as per drawing and technical specification. a.Buildings (PWD CSR VOL I for the year 2023-24. I. No. 2.11.a P.No.
18)
| Kg | 93.93 | 93.93 | 19770.15 | False | None | None | False | None | False | 1857010.1895 | 0 |
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