| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1723446865000 | 0 | None | None | Buildings | DISMANTLING | 1360587.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754211 | 140937 | None | Vol-II I No 19.3 Page No 187 | Demolishing R.C.C. work manually/ by mechanical means including stacking
of steel bars and disposal of unserviceable material to the appropriate
disposal area as per direction of Engineer-in-charge. | Cum | 2547.3 | 2547.3 | 384.99 | False | None | None | False | None | False | 980685.027 | 0 | | 3754212 | 140937 | None | Vol-II I No 19.7.3 Page No 187 | Demolishing brick work manually/ by mechanical means including stacking
of serviceable material and disposal of unserviceable material to the
appropriate disposal area as per direction of Engineer-in-charge. In cement mortar | Cum | 1080.45 | 1080.45 | 291.76 | False | None | None | False | None | False | 315232.092 | 0 | | 3754213 | 140937 | None | Vol-II I No 19.12.2 Page No 188 | Dismantling doors, windows and clerestory windows (steel or wood) shutter
including chowkhats, architrave, holdfasts etc. complete and stacking
to the appropriate disposal area as per direction of Engineer-in-charge. Of area beyond 3 m² | Sqm | 275.1 | 275.1 | 235.08 | False | None | None | False | None | False | 64670.508 | 0 |
| | 1723446865000 | 0 | None | None | Buildings | GROUND FLOOR | 32078610.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754214 | 140938 | None | Vol-III I No. 2.5 (ii) a Page No 9 | Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to
300 mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to
be used or auctioned, including removal and disposal of top organic
soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle | 100 Sqm | 412.65 | 412.65 | 92.82 | False | None | None | False | None | False | 38302.173 | 0 | | 3754215 | 140938 | None | Vol-I I no. 1.12 Page no 8 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth
not exceeding 300mm as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposing
off or levelling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 3276.0 | False | None | None | False | None | False | 326781.0 | 0 | | 3754216 | 140938 | None | Vol-II I No 4.1 Page No 4 | Providing and injecting chemical emulsion for Pre-constructional
Anti-Termite Treatment, creating continuous chemical barrier under
and around the column pits, walls, trenches, basement excavation, top
surface of the plinth filling, junction of wall and floor, along the external
perimeter of building, expansion joints, over the top surface of consolidated
earth on which apron is to be laid, surrounding of pipes and conduits with
Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of
chemical, diluting in water to one percent concentration, labour, usage
charges of machinery, complete as per specifications. | Sqm | 123.9 | 123.9 | 1892.0 | False | None | None | False | None | False | 234418.8 | 0 | | 3754217 | 140938 | None | Vol-I I no 1.14.1 Page No 8 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 874.21 | False | None | None | False | None | False | 93627.891 | 0 | | 3754218 | 140938 | None | Vol-I I no 1.15.1 Page No 8 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work
In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 97.13 | False | None | None | False | None | False | 37021.0995 | 0 | | 3754219 | 140938 | None | Vol-I I No 2.1.3 Page 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 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 259.23 | False | None | None | False | None | False | 1630154.8935 | 0 | | 3754220 | 140938 | None | Vol-II I no 6.32 Page 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. | Sqm | 1375.5 | 1375.5 | 2.4 | False | None | None | False | None | False | 3301.2 | 0 | | 3754221 | 140938 | None | Vol-I I No 1.9 Page No 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. | Cum | 279.3 | 279.3 | 457.03 | False | None | None | False | None | False | 127648.479 | 0 | | 3754222 | 140938 | None | Vol-I I no 1.8 Page 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. | Cum | 497.7 | 497.7 | 2838.0 | False | None | None | False | None | False | 1412472.6 | 0 | | 3754223 | 140938 | None | Vol-I I No 2.2.3 Page 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 306.9 | False | None | None | False | None | False | 2041744.32 | 0 | | 3754224 | 140938 | None | Vol-I S R Sl no 1 a Page No 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolated add 8% | Cum | 532.22 | 532.22 | 306.9 | False | None | None | False | None | False | 163338.318 | 0 | | 3754225 | 140938 | None | Vol-I I No 2.4.3 Page No 16 | 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 | Cum | 6652.8 | 6652.8 | 17.93 | False | None | None | False | None | False | 119284.704 | 0 | | 3754226 | 140938 | None | Vol-I S R Sl no 9 Page No 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 4656.96 | 4656.96 | 17.93 | False | None | None | False | None | False | 83499.2928 | 0 | | 3754227 | 140938 | None | Vol-I I No 2.3.2 Page 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6804.0 | 6804.0 | 96.96 | False | None | None | False | None | False | 659715.84 | 0 | | 3754228 | 140938 | None | Vol-I S R Sl No 2 Page No 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50% | Cum | 3402.0 | 3402.0 | 96.96 | False | None | None | False | None | False | 329857.92 | 0 | | 3754229 | 140938 | None | Vol-I I No 2.1.4 Page 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 | Cum | 6527.85 | 6527.85 | 8.94 | False | None | None | False | None | False | 58358.979 | 0 | | 3754230 | 140938 | None | Vol-I I No 2.11 a Page No 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Buildings | t | 93929.85 | 93929.85 | 39.06 | False | None | None | False | None | False | 3668899.941 | 0 | | 3754231 | 140938 | None | Vol-I I No 2.5.2 Page No 16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 30.8 | False | None | None | False | None | False | 221302.62 | 0 | | 3754232 | 140938 | None | Vol-I S R Sl no 9 Page No 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 5029.6 | 5029.6 | 30.8 | False | None | None | False | None | False | 154911.68 | 0 | | 3754233 | 140938 | None | Vol-I I No 2.5.2 Page No 16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 93.65 | False | None | None | False | None | False | 672889.2975 | 0 | | 3754234 | 140938 | None | Vol-I S R Sl No 14 Page No 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 4311.09 | 4311.09 | 93.65 | False | None | None | False | None | False | 403733.5785 | 0 | | 3754235 | 140938 | None | Vol-I I No 2.5.2 Page no 16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 279.61 | False | None | None | False | None | False | 2009039.7915 | 0 | | 3754236 | 140938 | None | VOl-I S R Sl no 15 & 16 Page No 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs & Staircase and other similar structures add 50% | Cum | 3592.57 | 3592.57 | 279.61 | False | None | None | False | None | False | 1004518.4977 | 0 | | 3754237 | 140938 | None | Vol-I I No 2.5.1 Page No 16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 9.48 | False | None | None | False | None | False | 65995.02 | 0 | | 3754238 | 140938 | None | Vol-I S R Sl no 19 Page No 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding Chejjas, Canopy & Other Architectural projections of
minor sections add 45% | Cum | 3132.67 | 3132.67 | 9.48 | False | None | None | False | None | False | 29697.7116 | 0 | | 3754239 | 140938 | None | Vol-I I No 2.1.4 Page 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 | Cum | 6527.85 | 6527.85 | 1.53 | False | None | None | False | None | False | 9987.6105 | 0 | | 3754240 | 140938 | None | Vol-I I No 2.11 a Page no 18 | fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Buildings | t | 93929.85 | 93929.85 | 43.5 | False | None | None | False | None | False | 4085948.475 | 0 | | 3754241 | 140938 | None | Vol-II I No 6.32 Page 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. | Sqm | 1375.5 | 1375.5 | 1787.51 | False | None | None | False | None | False | 2458720.005 | 0 | | 3754242 | 140938 | None | Vol-II I no 6.34 Page 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 | 1159.2 | 1159.2 | 40.85 | False | None | None | False | None | False | 47353.32 | 0 | | 3754243 | 140938 | None | Vol-II I no 12.15 Page no 100 | Providing and fixing in position fully panelled Honne wood shutters for
doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm
wide top rail and stiles 100mm wide as per drawing and panels of 25mm
thick including cost of materials, labour, usage charges complete as per
specifications. ( excluding cost of fixtures ) | Sqm | 7816.2 | 7816.2 | 10.2 | False | None | None | False | None | False | 79725.24 | 0 | | 3754244 | 140938 | None | Vol-II I No 12.13.1 Page No 100 | Providing Salwood frames of doors, windows, clerestory windows,
ventilators and other frames, wrought, framed or assembled including
making plaster groves (excluding cost of cement concrete and side clamps),
but including cost of materials, labour, usage charges complete as per
specifications. | Cum | 103755.75 | 103755.75 | 1.35 | False | None | None | False | None | False | 140070.2625 | 0 | | 3754245 | 140938 | None | Vol-II I No 12.93.1 Page no 111 | Providing and fixing factory made single extruded WPC (Wood Polymer
Composite) solid door/window/Clerestory windows & other Frames/
Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension
Grade), calcium carbonate and natural fibres (wood powder/rice husk/
wheat husk) and non toxic additives (maximum toxicity index of 12 for
100 g) fabricated with miter joints after applying PVC solvent cement and
screwed with full body threaded star headed SS screws having minimum
frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) &
1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of
elasticity 900 N/mm2 and resistance to spread of flame of Class A category
with property of being termite/borer proof, water/moisture proof and fire
retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners
of required dia and length complete as per direction of Engineer-InCharge.
(Fixtures shall be paid for separately) Size 62 x 100mm | m | 737.1 | 737.1 | 37.1 | False | None | None | False | None | False | 27346.41 | 0 | | 3754246 | 140938 | None | Vol-II I No 12.94.1 Page no 112 | Providing and fixing factory made Green certified, Anti Termite, UV resistant,
high water absorbant single extruded WPC (Wood PolymerComposite) solid
plain flush door shutter of required size comprising of virgin polymer of
K value 58-60 (Suspension Grade), calcium carbonate and natural fibers
(wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and
screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum
compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and
resistance to spread of flame of Class A category with property of being
termite/borer proof, water/moisture proof and fire retardant and fixing
with stainless steel butt hinges of required size with necessary full body
threaded star headed counter sunk S.S screws The cost includes cost of
materials, transportation, labour and fixing charges.(Cost of Fixtures to be
paid separately) 30 mm thickness | Sqm | 3659.25 | 3659.25 | 11.02 | False | None | None | False | None | False | 40324.935 | 0 | | 3754247 | 140938 | None | Vol-II I no 11.34A Page no 86 | Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete. Fixed to steel windows by welding | Kg | 176.4 | 176.4 | 2755.62 | False | None | None | False | None | False | 486091.368 | 0 | | 3754248 | 140938 | None | Vol-II I No 8.2.1 Page No 41 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 309.75 | 309.75 | 2873.99 | False | None | None | False | None | False | 890218.4025 | 0 | | 3754249 | 140938 | None | Vol-II I No 8.2.1 Page No 41 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 309.75 | 309.75 | 797.74 | False | None | None | False | None | False | 247099.965 | 0 | | 3754250 | 140938 | None | Vol-II I No 9.24 Page No 63 | Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm 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.
** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. | Sqm | 2994.6 | 2994.6 | 2556.78 | False | None | None | False | None | False | 7656533.388 | 0 | | 3754251 | 140938 | None | Vol-II I no 8.16.2 Page no 43 | Providing and fixing suitable plaster mesh 100mm wide manufactured
out of hot dipped galvanised iron of nominal thickness 0.35mm with a
zinc coating of 120g/m2 width, along route of walls chipped for services,
junction between RCC and brick walls including cost of materials, labour
for fixing complete as per specifications. ( length of mesh only be measured
for payment Plaster mesh 150mm wide | m | 39.9 | 39.9 | 1776.4 | False | None | None | False | None | False | 70878.36 | 0 | | 3754252 | 140938 | None | Vol-II I No 9.25 page no 63 | Providing and laying 60mm thick factory made cement concrete paver
block of approved shape and colour of M -30 grade made of C&D waste
by block making machine with vibratory compaction laid in required
pattern and including over 50mm thick compacted bed of coarse sand,
filling the joints with fine sand etc. all complete as per the direction of
Engineer-in-charge. | Sqm | 840.0 | 840.0 | 49.0 | False | None | None | False | None | False | 41160.0 | 0 | | 3754253 | 140938 | None | Vol-II I no 22.15.1 Page No 218 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge SS Handles 200mm | No | 472.5 | 472.5 | 32.0 | False | None | None | False | None | False | 15120.0 | 0 | | 3754254 | 140938 | None | Vol-II I no 22.15.3 Page no 218 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mm | No | 315.0 | 315.0 | 32.0 | False | None | None | False | None | False | 10080.0 | 0 | | 3754255 | 140938 | None | Vol-II I No 22.15.5 Page No 219 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge SS Tower Bolts 150x10mm | No | 126.0 | 126.0 | 32.0 | False | None | None | False | None | False | 4032.0 | 0 | | 3754256 | 140938 | None | Vol-II I no 22.15.8 Page no 219 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge SS hinges 125 mm | No | 52.5 | 52.5 | 96.0 | False | None | None | False | None | False | 5040.0 | 0 | | 3754257 | 140938 | None | Vol-II I No 22.15.10 Page No 219 | Providing and fixing Stainless Steel Fixtures conforming to 304
graded steel as per direction of engineer in charge SS Door stopper 75mm | No | 105.0 | 105.0 | 32.0 | False | None | None | False | None | False | 3360.0 | 0 | | 3754258 | 140938 | None | Vol-II I No 12.57.2 Page 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 spcification. 30 mm thick one side teak and one side commercial | Sqm | 3667.65 | 3667.65 | 46.08 | False | None | None | False | None | False | 169005.312 | 0 |
| | 1723446865000 | 0 | None | None | Buildings | BOREWLL | 290089.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754259 | 140939 | None | Vol-V I No 12.4 Page No 140 | 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. etc. complete | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3754260 | 140939 | None | Vol-V I No 12.1.1 Page No 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 0 to 50 Mtrs | m | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3754261 | 140939 | None | Vol-V I No 12.1.2 Page No 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every Borewell depth of 50 to 100 Mtrs | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3754262 | 140939 | None | Vol-V I No 12.1.3 Page No 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig
of capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) (Above 450m of drilling add 10% for every
50m depth) Borewell depth of 100 to 150 Mtrs | m | 517.65 | 517.65 | 20.0 | False | None | None | False | None | False | 10353.0 | 0 | | 3754263 | 140939 | None | Vol-V I No 9.1.2 Page No 95 | Providing, 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. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 75mm dia | m | 257.25 | 257.25 | 60.0 | False | None | None | False | None | False | 15435.0 | 0 | | 3754264 | 140939 | None | Vol-I I No 1.17.1 Page 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 | Cum | 275.1 | 275.1 | 27.0 | False | None | None | False | None | False | 7427.7 | 0 | | 3754265 | 140939 | None | Vol-I I No 1.10 Page No 7 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after
watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour
complete as per specifications | Cum | 168.0 | 168.0 | 27.0 | False | None | None | False | None | False | 4536.0 | 0 | | 3754266 | 140939 | None | Vol-V I No 13.28 Page No 155 | Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC
Column pipes with heavy duty collars,rubber profile ring,vibration
control profile ring,freezing and turbulence free leak proof EPDM ring
with ISI mark with its latest amendments | m | 577.5 | 577.5 | 120.0 | False | None | None | False | None | False | 69300.0 | 0 | | 3754267 | 140939 | None | Vol-V I No 13.22.4 Page No 154 | 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. 1x3x6 Sqm. | m | 194.25 | 194.25 | 125.0 | False | None | None | False | None | False | 24281.25 | 0 | | 3754268 | 140939 | None | Vol-V I No 13.16.7 Page No 152 | Providing Submersible Pump Set of 150mm dia suitable for bore well and
confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt
Motor as per specifications, to work site as per necessary ammendments
and instructions of engineer incharge of work. For 3 HP etc. complete. For 10.00 HP 10.00 HP - 90 LPM @ 220 m = 20 STG Outlet Dia - 2.00" | Each | 57342.6 | 57342.6 | 1.0 | False | None | None | False | None | False | 57342.6 | 0 | | 3754269 | 140939 | None | Vol-V I No 13.25.1 Page No 154 | 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 50 mm | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 3754270 | 140939 | None | Vol-V I No 12.32 Page No 143 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe
grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and
latest ammendments, electrical resistance welded steel tubes, material
and conforming to IS 1387-1993 and manufactured by basic open
hearth electric or basic oxygen process in random length of 5-7m both
ends.threaded conforming to IS 554-1985 one end fixed with socket
conforming to IS 4270-2001 and the other end with screwed pipes all
shall be responsibaly free from defects. The tubes shall be responsible
straight end should be with ISI marking weighing 25.10kg/m.prices
include Collar-Medium duty. | m | 2029.65 | 2029.65 | 15.0 | False | None | None | False | None | False | 30444.75 | 0 | | 3754271 | 140939 | None | Vol-V I No 11.15.6 Page No 133 | Supply and delivery at site GM (copper alloy) gate valves confirming to
Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet
inside screw, rising spring spindle integral seat screwed females ends
confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard
tested 1 HP with IS mark. For 50 mm dia GM (Copper alloy) Gate valves | Each | 1772.4 | 1772.4 | 1.0 | False | None | None | False | None | False | 1772.4 | 0 | | 3754272 | 140939 | None | Vol-V I No 13.24.3 Page No 155 | 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) DOL- Direct Online Starter for outdoor 6 to 15 HP pumps
2) S-D- Star Delta Starter etc. complete. | Each | 18375.0 | 18375.0 | 1.0 | False | None | None | False | None | False | 18375.0 | 0 | | 3754273 | 140939 | None | Vol-V I No 12.34 Page No 143 | Providing and laying at site of work MS casing caps as per IS 1239 (part-
II) 1982 with all latest amendments if any for any dia. The thickness
of plate used for covering one end shall be 3mm (minimum). The
dimensions of caps and colars shall be strictly as per IS 1239 (Part-II)
1982 with all amendments including cost of material and labour charges
for fixing, if any etc. complete with all lead and lifts and as directed by
the Engineer in charge | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 |
| | 1723446865000 | 0 | None | None | Buildings | ELECTRICAL WORK | 236104.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3754274 | 140940 | None | Col-VI I No 1.2.1 Page No 2 of 105 | Supplying heavy gauge PVC conduit pipe .mm dia. mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused way so f junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick | m | 69.3 | 69.3 | 800.0 | False | None | None | False | None | False | 55440.0 | 0 | | 3754275 | 140940 | None | Vol-VI I No 1.2.2 Page No 2 of 105 | Supplying heavy gauge PVC conduit pipe .mm dia. mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused way so f junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick | m | 81.9 | 81.9 | 675.0 | False | None | None | False | None | False | 55282.5 | 0 | | 3754276 | 140940 | None | Vol-VI I No 1.2.3 Page No 2 of 105 | Supplying heavy gauge PVC conduit pipe .mm dia. mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused way so f junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 32 mm dia 2.5 mm thick | m | 108.15 | 108.15 | 300.0 | False | None | None | False | None | False | 32445.0 | 0 | | 3754277 | 140940 | None | Vol-VI I No 1.5.1 Page no 2 of 105 | Supplying and fixing PVC/metal conduit Deep junction box 19/20 mm deep Junction box | Each | 51.45 | 51.45 | 200.0 | False | None | None | False | None | False | 10290.0 | 0 | | 3754278 | 140940 | None | Vol-VI I No 1.5.2 Page No 3 of 105 | Supplying and fixing PVC/metal conduit Deep junction box 25 mm deep Junction box | Each | 58.8 | 58.8 | 150.0 | False | None | None | False | None | False | 8820.0 | 0 | | 3754279 | 140940 | None | Vol-VI I No 1.5.3 Page No 3 of 105 | Supplying and fixing PVC/metal conduit Deep junction box 32 mm deep Junction box | Each | 64.05 | 64.05 | 75.0 | False | None | None | False | None | False | 4803.75 | 0 | | 3754280 | 140940 | None | Vol-VI I No 1.13 Page No 4 of 105 | Supplying And Fixing Metal Fan Box with Round Hook | No | 122.85 | 122.85 | 62.0 | False | None | None | False | None | False | 7616.7 | 0 | | 3754281 | 140940 | None | Vol-VI I No 1.3.1 Page No 2 of 105 | Supplying heavy gauge PVC Conduit Pipe. dia. mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessary. 19/20 mm dia 2 mm thick | m | 71.4 | 71.4 | 350.0 | False | None | None | False | None | False | 24990.0 | 0 | | 3754282 | 140940 | None | Vol-VI I No 1.3.2 Page No 2 of 105 | Supplying heavy gauge PVC Conduit Pipe. dia. mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick | m | 82.95 | 82.95 | 225.0 | False | None | None | False | None | False | 18663.75 | 0 | | 3754283 | 140940 | None | Vol-VI I No 1.3.3 Page No 2 of 105 | Supplying heavy gauge PVC Conduit Pipe. dia. mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18SWG GI fish wire run throughout the conduit wherever necessary. 32 mm dia 2.5 mm thick | m | 103.95 | 103.95 | 120.0 | False | None | None | False | None | False | 12474.0 | 0 | | 3754284 | 140940 | None | Vol-VI I No 3.4.2 Page No 8 of 105 | 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 3 Way | Each | 166.95 | 166.95 | 19.0 | False | None | None | False | None | False | 3172.05 | 0 | | 3754285 | 140940 | None | Vol-VI I No 3.4.4 Page No 8 of 105 | 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 6 Way | Each | 231.0 | 231.0 | 2.0 | False | None | None | False | None | False | 462.0 | 0 | | 3754286 | 140940 | None | Vol-VI I No 3.4.5 Page No 8 of 105 | 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 8 Way | Each | 274.05 | 274.05 | 6.0 | False | None | None | False | None | False | 1644.3 | 0 |
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