| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1722591861000 | 0 | None | None | Water /sewage treatment tanks | Improvements to tank and providing Sewage Treatment Plant to the Masampasha tank in Lecturer colony Bhalki taluka Bhalki District Bidar (Estimate for construction of SBR methodology 45 KLD capacity STP at Lecturers colony in Bhalki Town Bidar District) | 11667835.02 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3675217 | 134461 | None | WRD SR 2023-24 I. No. 8.3 Pg. No. 101 | Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 9.87 | 9.87 | 19000.0 | False | None | None | False | None | False | 187530.0 | 0 | | 3675218 | 134461 | None | WRD SR 2023-24 I. No. 8.2.2 Pg. No. 101 | Cutting and removing jauliflora bushes above 1.50 m upto 3.00 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 53.03 | 53.03 | 150.0 | False | None | None | False | None | False | 7954.5 | 0 | | 3675219 | 134461 | None | PWD Common SR 2023-24 I. No.1.8 Pg. No. 7 | 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. with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 497.7 | 497.7 | 450.0 | False | None | None | False | None | False | 223965.0 | 0 | | 3675220 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.14.1 Pg. No. 8 | a1 Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils depth upto 3.00m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 107.1 | 107.1 | 436.04 | False | None | None | False | None | False | 46699.884 | 0 | | 3675221 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.14.2 Pg. No. 8 | a2 Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils depth 3.00m to 6.00 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 130.29 | 130.29 | 67.0 | False | None | None | False | None | False | 8729.43 | 0 | | 3675222 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.15.1 Pg. No. 8 | b1 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 1.50m depth with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 381.15 | 381.15 | 172.33 | False | None | None | False | None | False | 65683.5795 | 0 | | 3675223 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.15.2 Pg. No. 9 | b2 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 1.50m to
3.00m depth with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 446.25 | 446.25 | 91.39 | False | None | None | False | None | False | 40782.7875 | 0 | | 3675224 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.15.3 Pg. No. 9 | b3 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 3.0m to
4.50m depth with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 534.76 | 534.76 | 120.72 | False | None | None | False | None | False | 64556.2272 | 0 | | 3675225 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.15.3 Pg. No. 9 | b4 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 4.50m to
6.00m depth with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 561.5 | 561.5 | 26.56 | False | None | None | False | None | False | 14913.44 | 0 | | 3675226 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.16.1 Pg. No. 9 | c1 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including cost of explosives, dressing
of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all
other appurtenaces required to complete the work In Hard rock requiring blasting upto 1.50m depth depth with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 581.7 | 581.7 | 57.44 | False | None | None | False | None | False | 33412.848 | 0 | | 3675227 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.16.2 Pg. No. 9 | c2 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including cost of explosives, dressing
of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all
other appurtenaces required to complete the work In Hard rock requiring blasting 1.50m to 3.00m depth with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 654.15 | 654.15 | 121.86 | False | None | None | False | None | False | 79714.719 | 0 | | 3675228 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.16.3 Pg. No. 9 | c3 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including cost of explosives, dressing
of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all
other appurtenaces required to complete the work In Hard rock requiring blasting 3.0m to 4.50m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 821.2 | 821.2 | 120.72 | False | None | None | False | None | False | 99135.264 | 0 | | 3675229 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.16.3 Pg. No. 9 | c4 Earth work excavation for Foundation by Mechanical means depth upto 1.50m,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, including cost of explosives, dressing
of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all
other appurtenaces required to complete the work In Hard rock requiring blasting 4.50m to 6.00m depth with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 862.26 | 862.26 | 33.21 | False | None | None | False | None | False | 28635.6546 | 0 | | 3675230 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.23 Pg. No. 11 | 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. with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 2816.2 | 2816.2 | 148.41 | False | None | None | False | None | False | 417952.242 | 0 | | 3675231 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 2.1.4 Pg. No. 15 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 6527.85 | 6527.85 | 75.55 | False | None | None | False | None | False | 493179.0675 | 0 | | 3675232 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 2.2.5 Pg. No. 15 | Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 7028.67 | 7028.67 | 130.71 | False | None | None | False | None | False | 918717.4557 | 0 | | 3675233 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 2.3.3 Pg. No. 16 | Providing and laying in Cement Concrete for all Basement & surface level
works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per
technical specifications M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 7628.77 | 7628.77 | 262.88 | False | None | None | False | None | False | 2005451.0576 | 0 | | 3675234 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 2.5.3 Pg. No. 17 | 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 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading charges and unloading as per the direction of the Engineer in-charge of the work | Cum | 8093.08 | 8093.08 | 44.17 | False | None | None | False | None | False | 357471.3436 | 0 | | 3675235 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 2.4.4 Pg. No. 17 | 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 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 12034.47 | 12034.47 | 4.8 | False | None | None | False | None | False | 57765.456 | 0 | | 3675236 | 134461 | None | SR 2023-24 Vol 1 I. No. 2.5.3 Pg. 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 M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 11036.02 | 11036.02 | 3.76 | False | None | None | False | None | False | 41495.4352 | 0 | | 3675237 | 134461 | None | PWD UNI 2023-24 Vol.-1, I. No. 2.11 (h) Pg. No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification All other type of structures with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | t | 82961.55 | 82961.55 | 49.09 | False | None | None | False | None | False | 4072582.4895 | 0 | | 3675238 | 134461 | None | PWD UNI SR 2023-24 Vol.-2, I. No. 8.28 Pg. No. 45 | Finishing walls with water proofing cement paint of required shade :New
work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 93.45 | 93.45 | 246.4 | False | None | None | False | None | False | 23026.08 | 0 | | 3675239 | 134461 | None | BWSSB SR 2023-24, I. No. 7.3 Pg. No. 85 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including
MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS
sheets, with hinges, locking arrangements at top etc. including painting
with anticorrosive approved paint etc. complete including all lead and
lifts etc with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 2247.0 | 2247.0 | 6.0 | False | None | None | False | None | False | 13482.0 | 0 | | 3675240 | 134461 | None | BWSSB SR 2023-24, I. No. 7.1.1 Pg. No. 85 | Providing and fixing MS ladder between landings, 45 cms wide using
angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre,
with necessary supports of same angle iron etc. as directed, including
hand railing on both sides with 25mm dia. GI pipes with angle iron props
at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC
1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead
and lifts etc. complete with MS angle of 65 x 65 x 8mm with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 4595.85 | 4595.85 | 5.3 | False | None | None | False | None | False | 24358.005 | 0 | | 3675241 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, I. No. 1.10 Pg. No. 7 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming
after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 168.0 | 168.0 | 4.8 | False | None | None | False | None | False | 806.4 | 0 | | 3675242 | 134461 | None | BWSSB SR 2023-24, I. No. 7.9.2 Pg. No. 85 | Providing, of DI flanged pipe conforming to IS 8329 : 2000 with latest
amendments with Cement Mortar Lining (CML) with Portland Slag
Cement as per IS 455:1989 and Metallic Zinc Coating as per annexure A
of IS 8329 with finishing layer of Bituminous Coating as per Annexure
C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous
Coating, laying true to line and hoisting in position and aligning to correct
plumb including cost of jointing material, conveying to work spot with
all lead and lifts etc., complete. For PN 10.0 150mm with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 6966.75 | 6966.75 | 10.0 | False | None | None | False | None | False | 69667.5 | 0 | | 3675243 | 134461 | None | BWSSB SR 2023-24, I. No. 7.8 Pg. No. 85 | Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing
3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and
100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm
including curing, painting GI pipes with two coats of anticorrosive steel
paint over a primer coat etc. with all lead lift etc. (The rate per meter is
for 3 rows of GI pipes and RCC post) with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 1393.35 | 1393.35 | 108.8 | False | None | None | False | None | False | 151596.48 | 0 | | 3675244 | 134461 | None | BWSSB SR 2023-24, I. No. 7.7.1 Pg. No. 85 | Providing and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embedded in one of the columns in and independent GI conduit of 40mm dia. Pipe suitably jointed by collars with all specials For Over Head Tanks upto 6 M staging with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 8492.4 | 8492.4 | 1.0 | False | None | None | False | None | False | 8492.4 | 0 | | 3675245 | 134461 | None | PWD UNI SR 2023-24 Vol.-2, I. No. 7.1.1 Pg. No. 45 | Providing & fixing corrugated G.S. sheet roofing including vertical /
curved surface fixed with polymer coated J or L hooks, bolts and nuts 8
mm diameter with bitumen and G.I. limpet washers or with G.I. limpet
washers filled with white lead, including a coat of approved steel primer
and two coats of approved paint on overlapping of sheets complete as
per design drawings (up to any pitch in horizontal/ vertical or curved
surfaces), excluding the cost of purlins, rafters and trusses and including
cutting to size and shape wherever required 0.63 mm thick with zinc coating not less than 275 g/ m² with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 922.95 | 922.95 | 204.18 | False | None | None | False | None | False | 188447.931 | 0 | | 3675246 | 134461 | None | PWD USR 2023-24 Vol.-2, I. No. 11.16.1, Pg. No. 80 | Providing and fixing Steel work in built up tubular (round, square or
rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer,
including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes including cost of materials, labour, usage
charges of machinery complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Kg / M | 142.8 | 142.8 | 3900.0 | False | None | None | False | None | False | 556920.0 | 0 | | 3675247 | 134461 | None | BWSSB SR 2023-24 I No 10.2.11 Pg 114 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013
with latest amendments ended with integral sockets with ISI mark and
conveying to worksite, rolling and lowering into trenches, laying true to
line and level and perfect linking at joints, testing and commissioning,
including loading and unloading at both destinations and cuts of pipes
wherever necessary including jointing of UPVC pipes (with cost of
elastomeric sealing rings) and specials (excluding cost of specials) with
jointing of approved type, with all labour, lead & lifts, including encasing
the pipes alround to a depth of not less than 15 cms. with soft gravel
or selected earth available from the excavation etc. complete and giving
necessary hydraulic test to the required pressure as per ISS (contractor
will make his own arrangements for procuring water for testing) etc complete for Pipes of SN 8, 200mm dia with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 1085.7 | 1085.7 | 300.0 | False | None | None | False | None | False | 325710.0 | 0 | | 3675248 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, Pg. No. A-38 | Providing Media for sludge drying bed 40mm and down size granular aggregate with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 1249.5 | 1249.5 | 10.5 | False | None | None | False | None | False | 13119.75 | 0 | | 3675249 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, Pg. No. A-38 | Providing Media for sludge drying bed 20mm and down size granular aggregate with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 1399.65 | 1399.65 | 10.5 | False | None | None | False | None | False | 14696.325 | 0 | | 3675250 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, Pg. No. A-38 | Providing Media for sludge drying bed 10mm and down size granular aggregate with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 1430.1 | 1430.1 | 10.5 | False | None | None | False | None | False | 15016.05 | 0 | | 3675251 | 134461 | None | PWD UNI SR 2023-24 Vol.-1, Pg. No. A-38 | Providing Media for sludge drying bed M sand coarse with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 1549.8 | 1549.8 | 31.5 | False | None | None | False | None | False | 48818.7 | 0 | | 3675252 | 134461 | None | PWD SR Vol 1 item No 1.4.1 pg 5 | Construction of 6 x 4 m size room near treatment planr Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 1.50 mtrs including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 254.1 | 254.1 | 27.17 | False | None | None | False | None | False | 6903.897 | 0 | | 3675253 | 134461 | None | PWD SR Vol 1 item No 1.4.2 pg 5 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 1.50 mtr including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth exceeding 1.5m, but not exceeding 3 m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 271.95 | 271.95 | 4.05 | False | None | None | False | None | False | 1101.3975 | 0 | | 3675254 | 134461 | None | PWD SR Vol 1 item No 1.5.1 pg 6 | 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 1.50 m including cost of labour, tools, usage & other appurtenances required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 313.95 | 313.95 | 11.65 | False | None | None | False | None | False | 3657.5175 | 0 | | 3675255 | 134461 | None | PWD SR Vol 1 item No 1.5.2 pg 6 | 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 lifts upto 1.50 m including cost of labour, tools, usage & other appurtenances required to complete the work In ordinary/soft rock without blasting Depth exceeding 1.5m, but not exceeding 3 m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 467.25 | 467.25 | 2.7 | False | None | None | False | None | False | 1261.575 | 0 | | 3675256 | 134461 | None | PWD SR Vol 1 item No 1.9 pg 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50 m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 279.3 | 279.3 | 5.83 | False | None | None | False | None | False | 1628.319 | 0 | | 3675257 | 134461 | None | PWD SR Vol 1 item No 2.1.4 pg 15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 6527.85 | 6527.85 | 10.78 | False | None | None | False | None | False | 70370.223 | 0 | | 3675258 | 134461 | None | PWD SR Vol II item No 5.4 pg 9 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 6708.45 | 6708.45 | 9.83 | False | None | None | False | None | False | 65944.0635 | 0 | | 3675259 | 134461 | None | PWD SR Vol 1 item No 2.2.3 pg 15 | Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work For coloum footing | Cum | 7185.02 | 7185.02 | 2.59 | False | None | None | False | None | False | 18609.2018 | 0 | | 3675260 | 134461 | None | PWD SR Vol 1 item No 2.5.2 pg 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work Column | Cum | 12214.76 | 12214.76 | 3.44 | False | None | None | False | None | False | 42018.7744 | 0 | | 3675261 | 134461 | None | PWD SR Vol 1 item No 2.5.2 pg 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work Plinth beam above GL | Cum | 10777.72 | 10777.72 | 1.67 | False | None | None | False | None | False | 17998.7924 | 0 | | 3675262 | 134461 | None | PWD SR Vol 1 item No 2.5.2 pg 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work Lintel and roof beam | Cum | 11496.24 | 11496.24 | 2.3 | False | None | None | False | None | False | 26441.352 | 0 | | 3675263 | 134461 | None | PWD SR Vol 1 item No 2.5.2 pg 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work Slab | Cum | 10777.72 | 10777.72 | 5.36 | False | None | None | False | None | False | 57768.5792 | 0 | | 3675264 | 134461 | None | PWD SR Vol 1 item No 2.5.2 pg 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work Chajja main door and window | Cum | 10418.47 | 10418.47 | 0.88 | False | None | None | False | None | False | 9168.2536 | 0 | | 3675265 | 134461 | None | PWD SR Vol II item No 6.3 pg 13 | Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 9317.7 | 9317.7 | 11.26 | False | None | None | False | None | False | 104917.302 | 0 | | 3675266 | 134461 | None | PWD SR Vol II item No 11.6.1 pg 78 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 2764.65 | 2764.65 | 7.5 | False | None | None | False | None | False | 20734.875 | 0 | | 3675267 | 134461 | None | PWD SR Vol II item No 11.7 pg 78 | Providing and fixing ball bearing for rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | No | 423.15 | 423.15 | 4.0 | False | None | None | False | None | False | 1692.6 | 0 | | 3675268 | 134461 | None | PWD SR Vol II item No 12.84 pg 108 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC Matching to RAL-9016 sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 5274.15 | 5274.15 | 11.7 | False | None | None | False | None | False | 61707.555 | 0 | | 3675269 | 134461 | None | PWD SR Vol II item No 11.34B pg 86 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Kg | 192.15 | 192.15 | 191.7 | False | None | None | False | None | False | 36835.155 | 0 | | 3675270 | 134461 | None | PWD SR Vol II item No 8.1.1 pg 41 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 267.75 | 267.75 | 84.8 | False | None | None | False | None | False | 22705.2 | 0 | | 3675271 | 134461 | None | PWD SR Vol II item No 8.2.1 pg 41 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 309.75 | 309.75 | 136.85 | False | None | None | False | None | False | 42389.2875 | 0 | | 3675272 | 134461 | None | PWD SR Vol II item No 8.19.1 pg 44 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 267.75 | 267.75 | 9.81 | False | None | None | False | None | False | 2626.6275 | 0 | | 3675273 | 134461 | None | PWD SR Vol II item No 8.27 pg 45 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 55.65 | 55.65 | 136.85 | False | None | None | False | None | False | 7615.7025 | 0 | | 3675274 | 134461 | None | PWD SR Vol II item No 8.28 pg 45 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after
thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 93.45 | 93.45 | 199.55 | False | None | None | False | None | False | 18647.9475 | 0 | | 3675275 | 134461 | None | PWD SR Vol II item No 8.39 pg 48 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 133.35 | 133.35 | 84.8 | False | None | None | False | None | False | 11308.08 | 0 | | 3675276 | 134461 | None | PWD SR Vol II item No 8.41 pg 48 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved
brand and manufacture 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 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 175.35 | 175.35 | 15.0 | False | None | None | False | None | False | 2630.25 | 0 | | 3675277 | 134461 | None | BWSSB SR Vol V item No 10.1.6 pg 113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete PVC pipes 90mm dia., 6 kg /sqcm & class 3 with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 308.7 | 308.7 | 12.0 | False | None | None | False | None | False | 3704.4 | 0 | | 3675278 | 134461 | None | PWD SR Vol II item No 9.2 pg 59 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement
hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 840.0 | 840.0 | 24.0 | False | None | None | False | None | False | 20160.0 | 0 | | 3675279 | 134461 | None | PWD SR Vol I item No 2.11a pg 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a) Buildings with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | t | 93929.85 | 93929.85 | 1.62 | False | None | None | False | None | False | 152166.357 | 0 | | 3675280 | 134461 | None | PWD SR Vol II item No 15.1 pg 133 | Polyurethane based Single Component for New Surface Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New
terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than
400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sqm | 857.85 | 857.85 | 24.0 | False | None | None | False | None | False | 20588.4 | 0 | | 3675281 | 134461 | None | PWD SR Vol I item No 1.9 pg 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 279.3 | 279.3 | 45.57 | False | None | None | False | None | False | 12727.701 | 0 | | 3675282 | 134461 | None | PWD SR Vol II Pg 227 | Providing external 2.90 % and Internal 6.49 % electrification charges to the building cost of estimate 866029.40x 9.39% = 81320.00 | No | 9.39 | 9.39 | 8660.29 | False | None | None | False | None | False | 81320.1231 | 0 |
| | 1722591861000 | 0 | None | None | Water /sewage treatment tanks | Improvements to tank and providing Sewage Treatment Plant to the Masampasha tank in Lecturer colony Bhalki taluka Bhalki District Bidar (Supply, installation, testing and commissioning of STP including mechanical and electrical works) | 1838480.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3675283 | 134462 | None | PWD Ele 2023-24 P-1 Vol6 Item No 10.1.11 Pg No 42 | Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO
3046 Generator set specifications Engine: Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to
ISO 3046. The scope of supply includes: Electrical starter motor12V DC Battery charging alternator, Bosch fuel system with mechanical Control Panel: The control panel is manufactured with 14/16 gauge
CRCA sheet and is powder coated for weather-proof and long lasting finish. The control panel consists of the following parts:- PS0500 Controller, Aluminium bus bars with suitable capacity within/outgoing terminals, Indicating lA for 'Load On' and 'Set
Running', Instrument fuses duly wired and ferruled, MCCB of suitable rating with overload and short circuit protections Genset Controller: microprocessor based generator set monitoring and control system. The control provides a simple operator interface
to the generator set, manual and remote start/ stop control, shutdown fault indication, and an LCD hour counter. The integration of all functions into a single control system provides enhanced reliability and performance compared to conventional generator set
control systems. This control has been designed and tested to meet Engine Starting -The control system sup ptyoprtiscaalulyto ampaptliicede Fienaetusrteasrting, Primary and back up start disconnects are achieved by battery charging
alternator feedback or main alternator output frequency. Controller provide configurable time delay of 0-300 sees to start after remote start signal and time delay of 0-600secs prior to shut down after stop
signal. Sleep mode increase battery life. Configurable current Use of special hardware for longer life, Insulation material meets exacting IS 8183 specifications for better sound attenuation, Flush
styling - no projections, Fluid drains for lube oil and fuel, Fuel filling point inside the enclosure. The complete set shall have sufficient safety and adhere to NEC, NBC 2016, IEC, CPWD specifications, PCB norms 180 KVA/144 Kw with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Set | 1520285.6 | 1520285.6 | 1.0 | False | None | None | False | None | False | 1520285.6 | 0 | | 3675284 | 134462 | None | PWD Ele 2023-24 P-1 Vol 6 I. No. 10.2.5 Pg. No. 42 | Supply,Erection,testingandcommissioningofAMFpanelsuitablefor.kVADGset.Thepanelisofcubicaltypebase/floormountingcontrolpanelwithhingeddoors,undrilledbottomglandplate,aluminiumBusBarwiththeaccommodationfor.A4polecontactorforalternatorwiththermalO/Lrelay,.A4polecontactorformains,HRCfuseforshortcircuitprotection,MicroprocessorbasedAMFmodulewithsupplyfailuretimer,Restorationtimer,3impulseautomaticenginestart/stoplogic,Mains/generatorvoltage,.capacitybypassswitchandfrequencysensing,PCC1301controllerwithwatertemperature/Lubeoilpressure/enginespeed,Voltage/ampere/Frequency/kVA,Running-hourcount,Noofstarts,Faultindication,over/underspeed,Failstostart,Lowoilpleasure,Highenginetemperature,Under/overvoltage,overcurrent,Earthfaultrelay,withindicationsforMainson,LoadonMains,BatterychargeronPushbuttonsAMFmodulebypassMode,BatterychargerunitwithinbuiltAuto/ManualandFlat/Boostfacility.ThecompletesetshallhavesufficientsafetyandadheretoNEC,NBC2016,IEC,CPWDspecifications, PCB norms and KSGEI Acts and Rules 180 KVA with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 148357.65 | 148357.65 | 1.0 | False | None | None | False | None | False | 148357.65 | 0 | | 3675285 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 13.40.4, Pg. No. 157 | Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest
amendments. 5 HP, size 80x65 Head 23.50M, Discharge 600 LPM with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 23425.5 | 23425.5 | 2.0 | False | None | None | False | None | False | 46851.0 | 0 | | 3675286 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 13.41.2, Pg. No. 157 | Supply and delivery at site brand new best make pressure guage suitable for centrifugal pump confirming to latest IS standards. 100mm with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 686.7 | 686.7 | 2.0 | False | None | None | False | None | False | 1373.4 | 0 | | 3675287 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 13.43.1, Pg. No. 157 | Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments Upto 7.5 HP centrifugal pump with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 9975.0 | 9975.0 | 2.0 | False | None | None | False | None | False | 19950.0 | 0 | | 3675288 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 13.45, Pg. No. 158 | Supply, delivery, erection and commissioning at site ELCB suitable for monoblock centrifugal pump confirming with ISI mark and its latest amendments with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 4322.85 | 4322.85 | 2.0 | False | None | None | False | None | False | 8645.7 | 0 | | 3675289 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 13.45, Pg. No. 158 | Providing and fixing LT cable of size 4 x 25 Sqm suitable for centrifugalpump sets with ISI mark and its latest amendments with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 590.1 | 590.1 | 20.0 | False | None | None | False | None | False | 11802.0 | 0 | | 3675290 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 13.45, Pg. No. 158 | Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump upto 10HP confirming with ISI mark and its latest amendments with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 1837.5 | 1837.5 | 2.0 | False | None | None | False | None | False | 3675.0 | 0 | | 3675291 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 9.13.4, Pg. No. 103 | HDPE Grade PE100-PN12.5,110mm dia with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 659.4 | 659.4 | 30.0 | False | None | None | False | None | False | 19782.0 | 0 | | 3675292 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 2.23.2, Pg. No. 22 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For sluice Valve of PN -10.0 and 80mm with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 10912.65 | 10912.65 | 2.0 | False | None | None | False | None | False | 21825.3 | 0 | | 3675293 | 134462 | None | PWD WS 2023-24 Vol. 5, I. No. 2.48.3, Pg. No. 32 | Providing and fixing of ductile iron double flanged swing check valves
with slanted seat or with lever weight with straight disc, with metallic
corrosion proof and wear resistant seat faces with nickel overlay micro
- finished/ Integral seat with body and disc in Ductile Iron in GGG 40/50
shaft of stainless steel and bearings of zinc free bronze and surface
protection with epoxy liquid of GSK quality etc complete For PN 10.0 100mm dia with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 17966.55 | 17966.55 | 2.0 | False | None | None | False | None | False | 35933.1 | 0 |
| | 1722591861000 | 0 | None | None | Water /sewage treatment tanks | Improvements to tank and providing Sewage Treatment Plant to the Masampasha tank in Lecturer colony Bhalki taluka Bhalki District Bidar (Providing new 11KV feeder for arranging Power Supply to Installation at STP) | 822128.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3675294 | 134463 | None | Escom SR 2023-24 It.No.32.14 P.No. 13 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Km | 391875.75 | 391875.75 | 0.05 | False | None | None | False | None | False | 19593.7875 | 0 | | 3675295 | 134463 | None | Escom SR 2023-24 It.No.21.06 P.No.52 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT cable 35 to 95 Sqmm with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Km | 32695.95 | 32695.95 | 0.05 | False | None | None | False | None | False | 1634.7975 | 0 | | 3675296 | 134463 | None | SR 2023-24, Vol.1 It.No.1.17.1, P.No. 10 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Cum | 275.1 | 275.1 | 37.5 | False | None | None | False | None | False | 10316.25 | 0 | | 3675297 | 134463 | None | Escom SR 2023-24 It.No.36.01, P.No.15 | 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975 95 Sqmm, (54 GI Wires - 2.5 mm Dia) with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Km | 934149.3 | 934149.3 | 0.06 | False | None | None | False | None | False | 56048.958 | 0 | | 3675298 | 134463 | None | Escom SR 2023-24 It.No.5.35, P.No.19 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 5990.25 | 5990.25 | 3.0 | False | None | None | False | None | False | 17970.75 | 0 | | 3675299 | 134463 | None | Escom SR 2023-24 It.No.5.42.3, P.No.20 | Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complet 18 SWG with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Sq CM | 0.4 | 0.4 | 100000.0 | False | None | None | False | None | False | 40000.0 | 0 | | 3675300 | 134463 | None | Escom SR 2023-24 It.No.5.41.2, P.No.20 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint 50 x 50 x 6 mm with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 414.75 | 414.75 | 6.0 | False | None | None | False | None | False | 2488.5 | 0 | | 3675301 | 134463 | None | Escom SR 2023-24 It.No.5.40.1, P.No.20 | Supplying 100 amps. rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complet 4 x 30 x 6 mm Aluminium Strips with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | m | 2588.25 | 2588.25 | 2.0 | False | None | None | False | None | False | 5176.5 | 0 | | 3675302 | 134463 | None | Escom SR 2023-24 It.No.5.33, P.No.19 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 9780.75 | 9780.75 | 1.0 | False | None | None | False | None | False | 9780.75 | 0 | | 3675303 | 134463 | None | Escom SR 2023-24 It.No.5.34, P.No.19 | Supplying, fixing and wiring 50/5 to 400/5A 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | Each | 590.1 | 590.1 | 6.0 | False | None | None | False | None | False | 3540.6 | 0 | | 3675304 | 134463 | None | Escom SR 2023-24 It.No.5.1.1 P.No. 30 | 5 Cores with marshalling boxes, terminal
connectors etc., complete as per technical
specification 420 kV Class, 63 kA CT with ratio 3000-2000-1000/1-1-1-1-1 A with all lead and lifts including loading and unloading charges as per the direction of the Engineer in-charge of the work | No | 655578.0 | 655578.0 | 1.0 | False | None | None | False | None | False | 655578.0 | 0 |
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