| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1708487372000 | 1 | None | None | Roads | Construction of Community Toilet Block at Ramji Nagar Ward no. 12 in Kalaburagi City. Under Pragati Colony Development for the year 2018-19 (W.I 6476) | 2094456.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2723959 | 86265 | None | 2023-24 S R Vol-2 I No. 19.2.1 page No. 187 | Demolishing cement concrete manually/ by mechanical means including
disposal of material to the appropriate disposal area as per direction of
Engineer-in-charge. | Cum | 1746.15 | 1746.15 | 6.16 | False | None | None | False | None | False | 10756.284 | 0 | | 2723960 | 86265 | None | 2023-24 S R Vol-2 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 morta | Cum | 1080.45 | 1080.45 | 40.36 | False | None | None | False | None | False | 43606.962 | 0 | | 2723961 | 86265 | None | 2023-24 S R Vol-1 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 | 90.5 | False | None | None | False | None | False | 9692.55 | 0 | | 2723962 | 86265 | None | 2023-24 S R Vol-1 I No. 2.1.3 page No. 15 | Providing and laying in position plain cement concrete for levelling
course for all works in foundation. The granite/trap/basalt crushed
graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all lead & lifts, cost of
all materials of quality, labour, Usage charges of machineries, curing,
and all the other appurtenances required to complete the work as per
technical specifications. (The cost of steel reinforcement & formwork
shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 6288.45 | 6288.45 | 5.22 | False | None | None | False | None | False | 32825.709 | 0 | | 2723963 | 86265 | None | 2023-24 S R Vol-1 I No. 2.2.1 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. | Cum | 6601.35 | 6601.35 | 3.97 | False | None | None | False | None | False | 26207.3595 | 0 | | 2723964 | 86265 | None | 2023-24 S R Vol-1 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 | 3.73 | False | None | None | False | None | False | 25966.395 | 0 | | 2723965 | 86265 | None | 2023-24 S R Vol-1 Sr Sl No. 1 (a) Page no. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolated add 8 Percent | Cum | 528.11 | 528.11 | 3.97 | False | None | None | False | None | False | 2096.5967 | 0 | | 2723966 | 86265 | None | 2023-24 S R Vol-1 S R Sl no. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns add 70 Percent | Cum | 4873.05 | 4873.05 | 3.73 | False | None | None | False | None | False | 18176.4765 | 0 | | 2723967 | 86265 | None | 2023-24 SR Vol-1 I No. 2.5.1 page No. 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6961.5 | 6961.5 | 4.06 | False | None | None | False | None | False | 28263.69 | 0 | | 2723968 | 86265 | None | 2023-24 S R Vol-1 Sl no. 2 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50 percent | Cum | 3480.75 | 3480.75 | 4.06 | False | None | None | False | None | False | 14131.845 | 0 | | 2723969 | 86265 | None | 2023-24 S R Vol-1 I No. 2.5.1 Page No. 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6961.5 | 6961.5 | 5.46 | False | None | None | False | None | False | 38009.79 | 0 | | 2723970 | 86265 | None | P:115, SI.No 12 PWD SR 2021-22 Volume 1 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60 percent | Cum | 4176.9 | 4176.9 | 5.46 | False | None | None | False | None | False | 22805.874 | 0 | | 2723971 | 86265 | None | 2023-24 S R Vol-I I No. 2.5.1 Page No. 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 9.91 | False | None | None | False | None | False | 68988.465 | 0 | | 2723972 | 86265 | None | 2023-24 S R Vol-1 S R Sl No. 15 Page no. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50 Percent | Cum | 3480.75 | 3480.75 | 9.91 | False | None | None | False | None | False | 34494.2325 | 0 | | 2723973 | 86265 | None | 2023-24 S R Vol-1 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 | 2.33 | False | None | None | False | None | False | 218856.5505 | 0 | | 2723974 | 86265 | None | 2023-24 S R Vol-1 I No. 5.1.1 Page No. 9 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 11.2 | False | None | None | False | None | False | 65985.36 | 0 | | 2723975 | 86265 | None | Vol-5 S R Code T030B Page No. 184 | Supplying, lowering, laying, jointing, testing and commissioning of
Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992,
IS 4127 with latest amendments, including conveying to work site,
caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC,
perfect linking and curing for 10 days and testing with water etc. with
all lead, lifts and as per Technical Specifications. The cost to include
the cost of all jointing materials, necessary survey works for laying of
sewer lines etc. complete. The contractor will make own arrangements
for procuring water for testing. 150 mm dia. pipes | m | 489.3 | 489.3 | 30.0 | False | None | None | False | None | False | 14679.0 | 0 | | 2723976 | 86265 | None | 2023-24 S R Vol-1 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 | 40.0 | False | None | None | False | None | False | 11172.0 | 0 | | 2723977 | 86265 | None | 2023-24 S R Vol-2 I No. 6.3 Page No. 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. | Cum | 9317.7 | 9317.7 | 39.94 | False | None | None | False | None | False | 372148.938 | 0 | | 2723978 | 86265 | None | 2023-24 S R Vol-2 I No. 8.2.2 Page No. 41 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 292.95 | 292.95 | 297.68 | False | None | None | False | None | False | 87205.356 | 0 | | 2723979 | 86265 | None | 2023-24 S R Vol-2 I No. 9.38 Page No. 65 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm
thick on 10mm thick cement plaster 1:3 and jointed with white cement
slurry over existing rough plaster surface using glazed tiles of approved
make and size including cost of materials, labour, complete as per
specifications. | Sqm | 1461.6 | 1461.6 | 171.61 | False | None | None | False | None | False | 250825.176 | 0 | | 2723980 | 86265 | None | 2023-24 S R Vol-2 I No. 8.8 Page No. 42 | Providing 18 mm cement plaster in two coats under layer 12 mm thick
cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand)
finished with a top layer 6 mm thick cement plaster with cement mortar
1:6 (1 cement : 6 fine sand) to brick masonry including rounding off
corners wherever required smooth rendering, providing and removing
scaffolding, including cost of materials, labour, curing complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 182.63 | False | None | None | False | None | False | 71143.5165 | 0 | | 2723981 | 86265 | None | 2023-24 S R Vol-2 I No. 8.30 Page No. 46 | Finishing walls with Acrylic Smooth exterior paint of required shade
:New work (Two coat applied @ 1.67 ltr/10 m² over and including
priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint
of approved quality to give an even shade, after thoroughly brooming
the surface to remove all dirt, dust, mortar drops and foreign matter
including preparing the surface even and sand paper smooth, cost of
materials, labour complete as per specifications and as per directions
of Engineer-in-charge. | Sqm | 182.7 | 182.7 | 182.63 | False | None | None | False | None | False | 33366.501 | 0 | | 2723982 | 86265 | None | 2023-24 Vol-2 I No. 9.17.2 Page No. 61 | Providing and laying Vitrified tiles in different sizes (thickness to be
specified by manufacturer), with water absorption less than 0.08 % and
conforming to I.S. 15622, of approved make, in all colours & shade,
over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),
jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint
with white cement & matching pigments etc. complete. Size of Tile 600x600 mm | Sqm | 1233.75 | 1233.75 | 57.5 | False | None | None | False | None | False | 70940.625 | 0 | | 2723983 | 86265 | None | 2023-24 S R Vol-2 I No. 12.54 page No. 104 | Providing & fixing factory made PVC Door frame of size 50x47mm with
a wall thickness of 5mm, made out of extruded 5mm rigid PVC
foam sheet metered cut at corners & jointed 2 No.s of 150mm
long brackets of 15x15mm M.S Square tube, the entire door frame to
be reinforced with 19x19mm M.S Square tube of 19 gauge. The door
frame to be fixed to the wall using M.S. Screws of 65/80mm size complete
as per manufacturers specification & direction of Engineer-in-charge. | m | 333.9 | 333.9 | 17.85 | False | None | None | False | None | False | 5960.115 | 0 | | 2723984 | 86265 | None | 2023-24 S R Vol-2 I No. 12.55.1 Page No. 104 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled
Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and
15x15mm for top & bottom rails, covered with heat moulded Prelaminated
PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles &
5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail
& bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet
as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet
Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles
& rails with PVC Designer beading on either side & joined together
with solvent cement adhesive etc., Complete as per manufacturers
specification & direction of Engineer-in-charge fixed to frames with 3
nos of 75mm Aluminium hinges. with both side prelam | Sqm | 2484.3 | 2484.3 | 17.85 | False | None | None | False | None | False | 44344.755 | 0 | | 2723985 | 86265 | None | 2023-24 S R Vol-2 I No. 11.11.1 Page No. 79 | Providing and fixing factory made ISI marked steel glazed doors, windows
and ventilators, side /top /centre hung, with beading and all members
such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel
sections, joints mitred and flash butt welded and sash bars tenoned
and riveted, including providing and fixing of hinges, pivots, including
priming coat of approved steel primer, but excluding the cost of other
fittings, complete all as per approved design, (sectional weight of only
steel members shall be measured for payment).
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete
block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) including cost of materials, labour, usage
charges of machinery complete as per specifications and as per directions
of the Engineer-in-Charge. | Kg | 155.4 | 155.4 | 166.32 | False | None | None | False | None | False | 25846.128 | 0 | | 2723986 | 86265 | None | 2023-24 S R Vol-2 I No. 14.31 page No. 136 | Providing and fixing 600x450 mm beveled edge mirror of superior glass
(of approved quality) complete with 6 mm thick hard board ground
fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 1281.0 | 1281.0 | 2.0 | False | None | None | False | None | False | 2562.0 | 0 | | 2723987 | 86265 | None | 2023-24 S R Vol-2 I No. 14.5.1 page No. 132 | Providing and fixing white vitreous china flat back half stall urinal
of size 580x380x350 mm with white PVC automatic flushing
cistern, with fittings, standard size C.P. brass flush pipe, spreaders
with unions and clamps (all in C.P. brass) with waste fitting as per IS
: 2556, C.I. trap with outlet grating and other couplings in C.P. brass,
including painting of fittings and cutting and making good the walls and
floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 9074.1 | 9074.1 | 5.0 | False | None | None | False | None | False | 45370.5 | 0 | | 2723988 | 86265 | None | 2023-24 S R Vol-2 I No. 13.34 Page No. 123 | Providing and placing on terrace (at all floor levels) polyethylene
water storage tank, IS : 12701 marked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank. | l | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | | 2723989 | 86265 | None | 2023-24 S R Vol-2 I No. 13.31.3 Page No. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 25 mm nominal dia Pipes | m | 333.9 | 333.9 | 80.0 | False | None | None | False | None | False | 26712.0 | 0 | | 2723990 | 86265 | None | 2023-24 S R Vol-2 I No. 13.31.1 Page No. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 15 mm nominal dia Pipes | m | 191.1 | 191.1 | 40.0 | False | None | None | False | None | False | 7644.0 | 0 | | 2723991 | 86265 | None | Vol-5 Sr Code T130A Page No. 187 | Constructing brick masonry chamber of internal dimension 600x450mm
and depth of 600mm (inner dimensions) with modular bricks of CD 75
in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering
12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for
fixing CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 4592.7 | 4592.7 | 4.0 | False | None | None | False | None | False | 18370.8 | 0 | | 2723992 | 86265 | None | 2023-24 Sr Vol-2 I No. 14.29 Page No. 136 | Providing and fixing 100 mm sand cast Iron grating for gully trap | Each | 49.35 | 49.35 | 4.0 | False | None | None | False | None | False | 197.4 | 0 | | 2723993 | 86265 | None | Vol-5 SR Code M010E page No. 134 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations and
cuts of pipes wherever necessary including jointing of PVC pipes and
specials (excluding cost of specials) with jointing of approved type, with
all labour with all lead & lift including encasing the pipe alround to a depth
of not less than 15 cms. with soft gravel or selected earth available from
the excavation etc. complete and giving necessary hydraulic test to the
required pressure as per ISS (Contractor will make his own arrangements
for procuring water for testing) etc. for: PVC pipes 75mm dia., 6 kg/sqcm & class 3 | m | 220.5 | 220.5 | 40.0 | False | None | None | False | None | False | 8820.0 | 0 | | 2723994 | 86265 | None | 2023-24 Sr Vol-2 I No. 14.7.1 Page No. 132 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard pattern, including painting of
fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm
C.P. brass pillar taps | Each | 3236.1 | 3236.1 | 2.0 | False | None | None | False | None | False | 6472.2 | 0 | | 2723995 | 86265 | None | 2023-24 Sr Vol-2 I No. 14.1.1 Page No. 131 | Providing and fixing water closet squatting pan (Indian type W.C. pan )
with 100 mm sand cast Iron P or S trap, 10 litre low level white
P.V.C. flushing cistern, including flush pipe, with manually controlled
device (handle lever) conforming to IS : 7231, with all fittings and fixtures
complete, including cutting and making good the walls and floors wherever
required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with
integral type foot rests | Each | 5128.2 | 5128.2 | 10.0 | False | None | None | False | None | False | 51282.0 | 0 | | 2723996 | 86265 | None | 2023-24 Sr Vol-2 I No. 11.3 Page no. 76 | Providing and fixing in position collapsible steel shutters with vertical
channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size,
with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia
steel pulleys, complete with bolts, nuts, locking arrangement, stoppers,
handles, including applying a priming coat of approved steel primer
including cost of materials ,labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 8689.8 | 8689.8 | 7.14 | False | None | None | False | None | False | 62045.172 | 0 | | 2723997 | 86265 | None | Vol-5 S R Code O010A page No. 151 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of
capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) Borewell depth of 0 to 50 m | m | 304.5 | 304.5 | 50.0 | False | None | None | False | None | False | 15225.0 | 0 | | 2723998 | 86265 | None | Vol-5 S R Code O010B Page No. 151 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of
capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) Borewell depth of 50 to 100 m | m | 382.2 | 382.2 | 40.0 | False | None | None | False | None | False | 15288.0 | 0 | | 2723999 | 86265 | None | Vol-5 S R Code O040A Page No. 152 | Geophysical investigation at site for sinking borewells for supplying
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. | Each | 5398.05 | 5398.05 | 1.0 | False | None | None | False | None | False | 5398.05 | 0 | | 2724000 | 86265 | None | Vol-5 S R Code M010G page No. 134 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations and
cuts of pipes wherever necessary including jointing of PVC pipes and
specials (excluding cost of specials) with jointing of approved type, with
all labour with all lead & lift including encasing the pipe alround to a depth
of not less than 15 cms. with soft gravel or selected earth available from
the excavation etc. complete and giving necessary hydraulic test to the
required pressure as per ISS (Contractor will make his own arrangements
for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 413.7 | 413.7 | 90.0 | False | None | None | False | None | False | 37233.0 | 0 | | 2724001 | 86265 | None | Vol-5 S R Code P230B Page No. 161 | Supply and delivery at site Brand new best make PVC insulated cable of
Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990
with ISI Mark and as per its latest amendments. 1x3x2.5 m2 | m | 102.9 | 102.9 | 50.0 | False | None | None | False | None | False | 5145.0 | 0 | | 2724002 | 86265 | None | Vol-5 I No. 13.6 S R Code P130F Page No. 160 | Providing,supplying to work site, Submersible Pump Set of 150mm dia
suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl
& Impeller with Low volt Motor as per specifications,as per necessary
ammendments and instructions of engineer incharge of work. For 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00” | Each | 37747.5 | 37747.5 | 1.0 | False | None | None | False | None | False | 37747.5 | 0 | | 2724003 | 86265 | None | Vol-5 S R code P260A page No. 162 | 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 | 1338.75 | 1338.75 | 2.0 | False | None | None | False | None | False | 2677.5 | 0 | | 2724004 | 86265 | None | Vol-5 S R Code P420A Page No. 164 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled
with necessary bitumen/insulating compound complete with terminals,
clamps,bolts,nuts and washers etc. with necessary materials and labour
tools and equipments as per instructions of engineer incharge of work. 3.50x6 Sqm | Each | 540.75 | 540.75 | 85.0 | False | None | None | False | None | False | 45963.75 | 0 | | 2724005 | 86265 | None | Vol-5 S R Code P430A Page No. 45 | Earthing: Supplying and fixing and wiring earth electrode for grounding
circuits IC cutouts and other equipments on the meter board in the pit.
The pits should be filled up with equal proportion of salt and charcoal
150mm around the pipe to complete depth. The connection from the pipe
to the conduits etc. is to established through GI wire of sizes as per clause
7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe
shall have 16 through holes of 12mm dia. | Job | 393.5 | 393.5 | 1.0 | False | None | None | False | None | False | 393.5 | 0 | | 2724006 | 86265 | None | Vol-5 S L No. 699 MAT Code 6111 Page No. 20 | HDPE Grade PE100-PN 3.0, 63 mm | m | 57.75 | 57.75 | 85.0 | False | None | None | False | None | False | 4908.75 | 0 | | 2724007 | 86265 | None | 2023-24 S R Vol-II I No. 11.28 Page No. 85 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow
tubes, channels, plates etc., including welding, grinding, buffing,
polishing and making curvature (wherever required) and fitting the
same with necessary stainless steel nuts and bolts complete, i/c fixing
the railing with necessary accessories & stainless steel dash fasteners,
stainless steel bolts etc., of required size, on the top of the floor or
the side of waist slab with suitable arrangement as per approval of
Engineer-in- charge, (for payment purpose only weight of stainless steel
members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges
of machinery complete as per specifications and as per directions of
the Engineer-in-Charge. | Kg | 593.25 | 593.25 | 46.53 | False | None | None | False | None | False | 27603.9225 | 0 |
| | 1708487372000 | 1 | None | None | Roads | Construction of Community Toilet Block at Sunil Nagar Ward No. 23 in Kalaburagi City. Under Pragati Colony Development for the year 2018-19. (W.I 6453) | 1258418.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2724008 | 86266 | None | 2023-24 S R Vol-2 I No. 19.2.1 page No. 187 | Demolishing cement concrete manually/ by mechanical means including
disposal of material to the appropriate disposal area as per direction of
Engineer-in-charge. | Cum | 1746.15 | 1746.15 | 6.16 | False | None | None | False | None | False | 10756.284 | 0 | | 2724009 | 86266 | None | 2023-24 S R Vol-2 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 morta | Cum | 1080.45 | 1080.45 | 40.36 | False | None | None | False | None | False | 43606.962 | 0 | | 2724010 | 86266 | None | 2023-24 S R Vol-1 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 | 62.75 | False | None | None | False | None | False | 6720.525 | 0 | | 2724011 | 86266 | None | 2023-24 S R Vol-1 I No. 2.1.3 page No. 15 | Providing and laying in position plain cement concrete for levelling
course for all works in foundation. The granite/trap/basalt crushed
graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all lead & lifts, cost of
all materials of quality, labour, Usage charges of machineries, curing,
and all the other appurtenances required to complete the work as per
technical specifications. (The cost of steel reinforcement & formwork
shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 6288.45 | 6288.45 | 4.22 | False | None | None | False | None | False | 26537.259 | 0 | | 2724012 | 86266 | None | 2023-24 S R Vol-1 I No. 2.2.1 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. | Cum | 6601.35 | 6601.35 | 2.98 | False | None | None | False | None | False | 19672.023 | 0 | | 2724013 | 86266 | None | 2023-24 S R Vol-1 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 | 2.79 | False | None | None | False | None | False | 19422.585 | 0 | | 2724014 | 86266 | None | 2023-24 S R Vol-1 Sr Sl No. 1 (a) Page no. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolated add 8 Percent | Cum | 528.11 | 528.11 | 2.98 | False | None | None | False | None | False | 1573.7678 | 0 | | 2724015 | 86266 | None | 2023-24 S R Vol-1 S R Sl no. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns add 70 Percent | Cum | 4873.05 | 4873.05 | 2.79 | False | None | None | False | None | False | 13595.8095 | 0 | | 2724016 | 86266 | None | 2023-24 SR Vol-1 I No. 2.5.1 page No. 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6961.5 | 6961.5 | 2.43 | False | None | None | False | None | False | 16916.445 | 0 | | 2724017 | 86266 | None | 2023-24 S R Vol-1 Sl no. 2 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50 percent | Cum | 3480.75 | 3480.75 | 2.43 | False | None | None | False | None | False | 8458.2225 | 0 | | 2724018 | 86266 | None | 2023-24 S R Vol-1 I No. 2.5.1 Page No. 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6961.5 | 6961.5 | 3.13 | False | None | None | False | None | False | 21789.495 | 0 | | 2724019 | 86266 | None | P:115, SI.No 12 PWD SR 2021-22 Volume 1 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60 percent | Cum | 4176.9 | 4176.9 | 3.13 | False | None | None | False | None | False | 13073.697 | 0 | | 2724020 | 86266 | None | 2023-24 S R Vol-I I No. 2.5.1 Page No. 16 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork
to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 5.95 | False | None | None | False | None | False | 41420.925 | 0 | | 2724021 | 86266 | None | 2023-24 S R Vol-1 S R Sl No. 15 Page no. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50 Percent | Cum | 3480.75 | 3480.75 | 5.95 | False | None | None | False | None | False | 20710.4625 | 0 | | 2724022 | 86266 | None | 2023-24 S R Vol-1 I No. 2.11 (a) Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification. Buildings | t | 93929.85 | 93929.85 | 1.31 | False | None | None | False | None | False | 123048.1035 | 0 | | 2724023 | 86266 | None | 2023-24 S R Vol-1 I No. 5.1.1 Page No. 9 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 3.06 | False | None | None | False | None | False | 18028.143 | 0 | | 2724024 | 86266 | None | Vol-5 S R Code T030B Page No. 184 | Supplying, lowering, laying, jointing, testing and commissioning of
Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992,
IS 4127 with latest amendments, including conveying to work site,
caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC,
perfect linking and curing for 10 days and testing with water etc. with
all lead, lifts and as per Technical Specifications. The cost to include
the cost of all jointing materials, necessary survey works for laying of
sewer lines etc. complete. The contractor will make own arrangements
for procuring water for testing. 150 mm dia. pipes | m | 489.3 | 489.3 | 15.0 | False | None | None | False | None | False | 7339.5 | 0 | | 2724025 | 86266 | None | 2023-24 S R Vol-1 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 | 29.34 | False | None | None | False | None | False | 8194.662 | 0 | | 2724026 | 86266 | None | 2023-24 S R Vol-2 I No. 6.3 Page No. 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. | Cum | 9317.7 | 9317.7 | 30.56 | False | None | None | False | None | False | 284748.912 | 0 | | 2724027 | 86266 | None | 2023-24 S R Vol-2 I No. 8.2.2 Page No. 41 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 292.95 | 292.95 | 111.57 | False | None | None | False | None | False | 32684.4315 | 0 | | 2724028 | 86266 | None | 2023-24 S R Vol-2 I No. 9.38 Page No. 65 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm
thick on 10mm thick cement plaster 1:3 and jointed with white cement
slurry over existing rough plaster surface using glazed tiles of approved
make and size including cost of materials, labour, complete as per
specifications. | Sqm | 1461.6 | 1461.6 | 69.3 | False | None | None | False | None | False | 101288.88 | 0 | | 2724029 | 86266 | None | 2023-24 S R Vol-2 I No. 8.8 Page No. 42 | Providing 18 mm cement plaster in two coats under layer 12 mm thick
cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand)
finished with a top layer 6 mm thick cement plaster with cement mortar
1:6 (1 cement : 6 fine sand) to brick masonry including rounding off
corners wherever required smooth rendering, providing and removing
scaffolding, including cost of materials, labour, curing complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 122.86 | False | None | None | False | None | False | 47860.113 | 0 | | 2724030 | 86266 | None | 2023-24 S R Vol-2 I No. 8.30 Page No. 46 | Finishing walls with Acrylic Smooth exterior paint of required shade
:New work (Two coat applied @ 1.67 ltr/10 m² over and including
priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint
of approved quality to give an even shade, after thoroughly brooming
the surface to remove all dirt, dust, mortar drops and foreign matter
including preparing the surface even and sand paper smooth, cost of
materials, labour complete as per specifications and as per directions
of Engineer-in-charge. | Sqm | 182.7 | 182.7 | 122.86 | False | None | None | False | None | False | 22446.522 | 0 | | 2724031 | 86266 | None | 2023-24 Vol-2 I No. 9.17.2 Page No. 61 | Providing and laying Vitrified tiles in different sizes (thickness to be
specified by manufacturer), with water absorption less than 0.08 % and
conforming to I.S. 15622, of approved make, in all colours & shade,
over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),
jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint
with white cement & matching pigments etc. complete. Size of Tile 600x600 mm | Sqm | 1233.75 | 1233.75 | 34.63 | False | None | None | False | None | False | 42724.7625 | 0 | | 2724032 | 86266 | None | 2023-24 S R Vol-2 I No. 12.54 page No. 104 | Providing & fixing factory made PVC Door frame of size 50x47mm with
a wall thickness of 5mm, made out of extruded 5mm rigid PVC
foam sheet metered cut at corners & jointed 2 No.s of 150mm
long brackets of 15x15mm M.S Square tube, the entire door frame to
be reinforced with 19x19mm M.S Square tube of 19 gauge. The door
frame to be fixed to the wall using M.S. Screws of 65/80mm size complete
as per manufacturers specification & direction of Engineer-in-charge. | m | 333.9 | 333.9 | 9.45 | False | None | None | False | None | False | 3155.355 | 0 | | 2724033 | 86266 | None | 2023-24 S R Vol-2 I No. 12.55.1 Page No. 104 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled
Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and
15x15mm for top & bottom rails, covered with heat moulded Prelaminated
PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles &
5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail
& bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet
as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet
Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles
& rails with PVC Designer beading on either side & joined together
with solvent cement adhesive etc., Complete as per manufacturers
specification & direction of Engineer-in-charge fixed to frames with 3
nos of 75mm Aluminium hinges. with both side prelam | Sqm | 2484.3 | 2484.3 | 9.0 | False | None | None | False | None | False | 22358.7 | 0 | | 2724034 | 86266 | None | 2023-24 S R Vol-2 I No. 11.11.1 Page No. 79 | Providing and fixing factory made ISI marked steel glazed doors, windows
and ventilators, side /top /centre hung, with beading and all members
such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel
sections, joints mitred and flash butt welded and sash bars tenoned
and riveted, including providing and fixing of hinges, pivots, including
priming coat of approved steel primer, but excluding the cost of other
fittings, complete all as per approved design, (sectional weight of only
steel members shall be measured for payment).
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete
block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) including cost of materials, labour, usage
charges of machinery complete as per specifications and as per directions
of the Engineer-in-Charge. | Kg | 155.4 | 155.4 | 90.72 | False | None | None | False | None | False | 14097.888 | 0 | | 2724035 | 86266 | None | 2023-24 S R Vol-2 I No. 14.31 page No. 136 | Providing and fixing 600x450 mm beveled edge mirror of superior glass
(of approved quality) complete with 6 mm thick hard board ground
fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 1281.0 | 1281.0 | 2.0 | False | None | None | False | None | False | 2562.0 | 0 | | 2724036 | 86266 | None | 2023-24 S R Vol-2 I No. 14.5.1 page No. 132 | Providing and fixing white vitreous china flat back half stall urinal
of size 580x380x350 mm with white PVC automatic flushing
cistern, with fittings, standard size C.P. brass flush pipe, spreaders
with unions and clamps (all in C.P. brass) with waste fitting as per IS
: 2556, C.I. trap with outlet grating and other couplings in C.P. brass,
including painting of fittings and cutting and making good the walls and
floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 9074.1 | 9074.1 | 3.0 | False | None | None | False | None | False | 27222.3 | 0 | | 2724037 | 86266 | None | 2023-24 S R Vol-2 I No. 13.34 Page No. 123 | Providing and placing on terrace (at all floor levels) polyethylene
water storage tank, IS : 12701 marked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank. | l | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | | 2724038 | 86266 | None | 2023-24 S R Vol-2 I No. 13.31.3 Page No. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 25 mm nominal dia Pipes | m | 333.9 | 333.9 | 40.0 | False | None | None | False | None | False | 13356.0 | 0 | | 2724039 | 86266 | None | 2023-24 S R Vol-2 I No. 13.31.1 Page No. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 15 mm nominal dia Pipes | m | 191.1 | 191.1 | 25.0 | False | None | None | False | None | False | 4777.5 | 0 | | 2724040 | 86266 | None | Vol-5 Sr Code T130A Page No. 187 | Constructing brick masonry chamber of internal dimension 600x450mm
and depth of 600mm (inner dimensions) with modular bricks of CD 75
in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering
12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for
fixing CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 4592.7 | 4592.7 | 2.0 | False | None | None | False | None | False | 9185.4 | 0 | | 2724041 | 86266 | None | 2023-24 Sr Vol-2 I No. 14.29 Page No. 136 | Providing and fixing 100 mm sand cast Iron grating for gully trap | Each | 49.35 | 49.35 | 2.0 | False | None | None | False | None | False | 98.7 | 0 | | 2724042 | 86266 | None | Vol-5 SR Code M010E page No. 134 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations and
cuts of pipes wherever necessary including jointing of PVC pipes and
specials (excluding cost of specials) with jointing of approved type, with
all labour with all lead & lift including encasing the pipe alround to a depth
of not less than 15 cms. with soft gravel or selected earth available from
the excavation etc. complete and giving necessary hydraulic test to the
required pressure as per ISS (Contractor will make his own arrangements
for procuring water for testing) etc. for: PVC pipes 75mm dia., 6 kg/sqcm & class 3 | m | 220.5 | 220.5 | 25.0 | False | None | None | False | None | False | 5512.5 | 0 | | 2724043 | 86266 | None | 2023-24 Sr Vol-2 I No. 14.7.1 Page No. 132 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard pattern, including painting of
fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm
C.P. brass pillar taps | Each | 3236.1 | 3236.1 | 2.0 | False | None | None | False | None | False | 6472.2 | 0 | | 2724044 | 86266 | None | 2023-24 Sr Vol-2 I No. 14.1.1 Page No. 131 | Providing and fixing water closet squatting pan (Indian type W.C. pan )
with 100 mm sand cast Iron P or S trap, 10 litre low level white
P.V.C. flushing cistern, including flush pipe, with manually controlled
device (handle lever) conforming to IS : 7231, with all fittings and fixtures
complete, including cutting and making good the walls and floors wherever
required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with
integral type foot rests | Each | 5128.2 | 5128.2 | 6.0 | False | None | None | False | None | False | 30769.2 | 0 | | 2724045 | 86266 | None | 2023-24 Sr Vol-2 I No. 11.3 Page no. 76 | Providing and fixing in position collapsible steel shutters with vertical
channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size,
with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia
steel pulleys, complete with bolts, nuts, locking arrangement, stoppers,
handles, including applying a priming coat of approved steel primer
including cost of materials ,labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 8689.8 | 8689.8 | 5.04 | False | None | None | False | None | False | 43796.592 | 0 | | 2724046 | 86266 | None | Vol-5 S R Code O010A page No. 151 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of
capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) Borewell depth of 0 to 50 m | m | 304.5 | 304.5 | 50.0 | False | None | None | False | None | False | 15225.0 | 0 | | 2724047 | 86266 | None | Vol-5 S R Code O010B Page No. 151 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of
capacity 300 PSIG & above 1100 CMF & above in all strata including
over burdern upto 20 m. Fixing of casing pipes, collars and cap with
necessary cutting, threading and welding including transportation of
rig and supporting vehicle, crew charges and cost of consumables etc.,
complete including yield testing at the final depth with a minimum
working of compressor for one hour (Excluding cost of casing pipes,
collars, cap etc., complete ) Borewell depth of 50 to 100 m | m | 382.2 | 382.2 | 35.0 | False | None | None | False | None | False | 13377.0 | 0 | | 2724048 | 86266 | None | Vol-5 S R Code O040A Page No. 152 | Geophysical investigation at site for sinking borewells for supplying
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. | Each | 5398.05 | 5398.05 | 1.0 | False | None | None | False | None | False | 5398.05 | 0 | | 2724049 | 86266 | None | Vol-5 S R Code M010G page No. 134 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations and
cuts of pipes wherever necessary including jointing of PVC pipes and
specials (excluding cost of specials) with jointing of approved type, with
all labour with all lead & lift including encasing the pipe alround to a depth
of not less than 15 cms. with soft gravel or selected earth available from
the excavation etc. complete and giving necessary hydraulic test to the
required pressure as per ISS (Contractor will make his own arrangements
for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 413.7 | 413.7 | 50.0 | False | None | None | False | None | False | 20685.0 | 0 | | 2724050 | 86266 | None | Vol-5 S R Code P230B Page No. 161 | Supply and delivery at site Brand new best make PVC insulated cable of
Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990
with ISI Mark and as per its latest amendments. 1x3x2.5 m2 | m | 102.9 | 102.9 | 50.0 | False | None | None | False | None | False | 5145.0 | 0 | | 2724051 | 86266 | None | Vol-5 I No. 13.6 S R Code P130F Page No. 160 | Providing,supplying to work site, Submersible Pump Set of 150mm dia
suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl
& Impeller with Low volt Motor as per specifications,as per necessary
ammendments and instructions of engineer incharge of work. For 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00” | Each | 37747.5 | 37747.5 | 1.0 | False | None | None | False | None | False | 37747.5 | 0 | | 2724052 | 86266 | None | Vol-5 S R code P260A page No. 162 | 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 | 1338.75 | 1338.75 | 2.0 | False | None | None | False | None | False | 2677.5 | 0 | | 2724053 | 86266 | None | Vol-5 S R Code P430A Page No. 45 | Earthing: Supplying and fixing and wiring earth electrode for grounding
circuits IC cutouts and other equipments on the meter board in the pit.
The pits should be filled up with equal proportion of salt and charcoal
150mm around the pipe to complete depth. The connection from the pipe
to the conduits etc. is to established through GI wire of sizes as per clause
7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe
shall have 16 through holes of 12mm dia. | Job | 393.5 | 393.5 | 1.0 | False | None | None | False | None | False | 393.5 | 0 | | 2724054 | 86266 | None | Vol-5 S L No. 699 MAT Code 6111 Page No. 20 | HDPE Grade PE100-PN 3.0, 63 mm | m | 57.75 | 57.75 | 50.0 | False | None | None | False | None | False | 2887.5 | 0 |
| | 1708487372000 | 1 | None | None | Roads | Construction of C.C Road & Drain in Kapnoor Harijan Area at Ward No. 32 in Kalaburagi City. Under Pragati Colony Development for the year 2018-19. (W.I 6399) | 5033181.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2724055 | 86267 | None | 2023-24 S R Vol-III I No. 2.19 Page No. 12 | Dismantling of cement concrete pavement by mechanical means
using pneumatic tools, breaking to pieces not exceeding 0.02 m3
in volume and stock piling at designated locations and disposal of
dismantled materials and stacking serviceable and unserviceable
materials separately | Cum | 591.15 | 591.15 | 243.75 | False | None | None | False | None | False | 144092.8125 | 0 | | 2724056 | 86267 | None | 2023-24 SR 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 | 487.5 | False | None | None | False | None | False | 52211.25 | 0 | | 2724057 | 86267 | None | 2023-24 S R Vol-III I No. 3.6 Page No. 15 | Construction of sub-grade and earthen shoulders with
approved material obtained from borrow pits with all lifts &
leads, transporting to site, spreading, grading to required slope
and compacted to meet requirement of table No. 300-2 | Cum | 517.65 | 517.65 | 487.5 | False | None | None | False | None | False | 252354.375 | 0 | | 2724058 | 86267 | None | 2023-24 S R Vol-III I No. 4.1 (v) Page No. 23 | Construction of Granular Sub-Base of required grading as
per design mixing in a mechanical mix plant at OMC, carriage
of mixed Material to work site, spreading in uniform layers
with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete
as per clause 401 For Grading -V Material | Cum | 2611.35 | 2611.35 | 162.5 | False | None | None | False | None | False | 424344.375 | 0 | | 2724059 | 86267 | None | 2023-24 S R Vol-III I No. 4.17 Page No. 26 | Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the Material with water at OMC in mechanical mix plant carriage
of mixed Material by tipper to site, laying in uniform layers with
paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 162.5 | False | None | None | False | None | False | 436629.375 | 0 | | 2724060 | 86267 | None | 2023-24 S R Vol-III I No. 16.28 page No. 149 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a
prepared sub base, with 43 grade cement or any other
type as per Clause 1501.2.2 M30 (Grade), coarse and
fine aggregates conforming to IS:383, maximum size
of coarse aggregate not exceeding 25 mm, mixed in a
concrete mixer of not less than 0.2 cum capacity and
appropriate weigh batcher using approved mix design,
laid in approved fixed side formwork (steel channel,
laying and fixing of 125 micron thick polythene film,
wedges, steel plates including levelling the formwork as
per drawing), spreading the concrete with shovels, rakes,
compacted using needle, screed and plate vibrators and
finished in continuous operation including construction
joints, , primer, sealant , curing of concrete slabs for 14-
days, and water finishing to lines and grade as per drawing
and technical specification clause 1501 with all lead, lifts,
loading & unloading charges, cost and conveyance of all
materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work. | Cum | 7091.7 | 7091.7 | 243.75 | False | None | None | False | None | False | 1728601.875 | 0 | | 2724061 | 86267 | None | 2023-24 S R Vol-III I No. 8.7 Page No 65 | Direction and Place Identification Signs upto 0.9 m2
Size Board. Providing and erecting direction and place identification
retro-reflectorised sign as per IRC:67:2012 made of high
intensity grade sheeting vide clause 801.3, fixed over
aluminium sheeting, 2 mm thick or Aluminium composite
material sheet with overall thickness of 4mm with area not
exceeding 0.9 m2
fixed over back support frame of min 35
x 35 x 3mm angle mounted on a mild steel circular pipe 65
NB, firmly fixed to the ground by means of properly designed
foundation with M25 grade cement concrete 45 x 45 x 60
cm, 60 cm below ground level as per approved drawing | Sqm | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 | | 2724062 | 86267 | None | 2023-24 SR Vol-I I No. 2.4.2 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid
separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6639.15 | 6639.15 | 124.44 | False | None | None | False | None | False | 826175.826 | 0 | | 2724063 | 86267 | None | 2023-24 SR Vol-I Sl No. 4 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Cement Concrete Drain Walls add 35 Percent | Cum | 2323.7 | 2323.7 | 124.44 | False | None | None | False | None | False | 289161.228 | 0 | | 2724064 | 86267 | None | 2023-24 S R Vol-1 I No. 2.11(h) 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. All other type of structures | t | 82961.55 | 82961.55 | 10.5 | False | None | None | False | None | False | 871096.275 | 0 |
| | 1708487372000 | 0 | None | None | Roads | Construction of C.C Drain from Grave Yard Compound to Pandit Shekhar House at Ward No. 8 in Kalaburagi City. Under Pragati Colony Development for the year 2018-19.(W.I 6398) | 836965.1 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2724065 | 86268 | None | 2023-24 SR 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 | 76.68 | False | None | None | False | None | False | 8212.428 | 0 | | 2724066 | 86268 | None | 2023-24 SR Vol-I I No. 2.1.3 Page No. 15 | Providing and laying in position plain cement concrete for levelling
course for all works in foundation. The granite/trap/basalt crushed
graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed, laid in layers not exceeding 150 mm thickness,
well compacted using plate vibrators, including all lead & lifts, cost of
all materials of quality, labour, Usage charges of machineries, curing,
and all the other appurtenances required to complete the work as per
technical specifications. (The cost of steel reinforcement & formwork
shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 6288.45 | 6288.45 | 19.17 | False | None | None | False | None | False | 120549.5865 | 0 | | 2724067 | 86268 | None | 2023-24 SR Vol-I I No. 2.4.2 Page No. 16 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid
separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates | Cum | 6639.15 | 6639.15 | 51.13 | False | None | None | False | None | False | 339459.7395 | 0 | | 2724068 | 86268 | None | 2023-24 SR Vol-I Sl No. 4 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Cement Concrete Drain Walls add 35 Percent | Cum | 2323.7 | 2323.7 | 51.13 | False | None | None | False | None | False | 118810.781 | 0 | | 2724069 | 86268 | None | 2023-24 S R Vol-1 I No. 2.11(h) 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. All other type of structures | t | 82961.55 | 82961.55 | 2.91 | False | None | None | False | None | False | 241418.1105 | 0 | | 2724070 | 86268 | None | 2023-24 S R Vol-III I No. 8.7 Page No 65 | Providing and erecting direction and place identification
retro-reflectorised sign as per IRC:67:2012 made of high
intensity grade sheeting vide clause 801.3, fixed over
aluminium sheeting, 2 mm thick or Aluminium composite
material sheet with overall thickness of 4mm with area not
exceeding 0.9 m2
fixed over back support frame of min 35
x 35 x 3mm angle mounted on a mild steel circular pipe 65
NB, firmly fixed to the ground by means of properly designed
foundation with M25 grade cement concrete 45 x 45 x 60
cm, 60 cm below ground level as per approved drawin | Sqm | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 |
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