| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1706113517000 | 0 | None | None | Buildings | REPAIRS TO HOSPITAL | 3392698.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2291950 | 67544 | None | PWD DSR 2023-24 V-2 IT.NO 19.22.1 | Dismantling tile work in floors and roofs laid in cement mortar includ- ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge. For thickness of tiles 10 mm to 25 mm. | Sqm | 50.4 | 50.4 | 41.37 | False | None | None | False | None | False | 2085.048 | 0 | | 2291951 | 67544 | None | Vol-II 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 | 12.0 | False | None | None | False | None | False | 61538.4 | 0 | | 2291952 | 67544 | None | Vol-II I No. 14.7.1 Page No. 132 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard pattern, including painting of
fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm
C.P. brass pillar taps | Each | 3236.1 | 3236.1 | 4.0 | False | None | None | False | None | False | 12944.4 | 0 | | 2291953 | 67544 | 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 | 4.14 | False | None | None | False | None | False | 27025.299 | 0 | | 2291954 | 67544 | None | Vol-II I No. 9.10 Page No. 60 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to
IS : 15622 (thickness to be specified by the manufacturer ) of approved
make in all colours, shades except burgundy, bottle green, black of any size
as approved by Engineer-in-Charge in skirting, risers of steps and dados
over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand)
and jointing with grey cement slurry @ 3.3kg per m2 including pointing
in white cement mixed with pigment of matching shade complete. | Sqm | 1161.3 | 1161.3 | 41.37 | False | None | None | False | None | False | 48042.981 | 0 | | 2291955 | 67544 | None | Vol-II 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 | 68.4 | False | None | None | False | None | False | 22838.76 | 0 | | 2291956 | 67544 | None | Vol-II I No. 12.55.2 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 one side prelam | Sqm | 2142.0 | 2142.0 | 18.9 | False | None | None | False | None | False | 40483.8 | 0 | | 2291957 | 67544 | None | Vol-II 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 | 121.02 | False | None | None | False | None | False | 176882.832 | 0 | | 2291958 | 67544 | None | Vol-II I No. 8.25 Page No. 45 | Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 | 143.85 | 143.85 | 138.48 | False | None | None | False | None | False | 19920.348 | 0 | | 2291959 | 67544 | None | Vol-II I No. 8.30 Page No. 46 | Finishing walls with Acrylic Smooth exterior paint of required shade :New
work (Two coat applied @ 1.67L/10 m² over and including priming coat of
exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality
to give an even shade, after thoroughly brooming the surface to remove all
dirt, dust, mortar drops and foreign matter including preparing the surface
even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 182.7 | 182.7 | 179.14 | False | None | None | False | None | False | 32728.878 | 0 | | 2291960 | 67544 | None | Vol-II I No. 12.90 Page No. 110 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi
chambered UPVC(Matching to RAL-9016) sections and with minimum
TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and
lead free, gaskets -grey colour having isolated drainage and reinforced with
Galvanized Iron profile through-out the window frame. The outer frame
having an overall size of 108mm width x 45mmheight with reinforcement
of 1mm thickness and Sash with overall size of 39mm x 75mm with GI
reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded
Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows
shall be provided with 6mm plain float glass, standard hardware& Multi
point locking system with touch lock. Wall thickness of frame & sash shall
be of 2mm-2.5mm. Maximum possible size -2419mm x 2200mm. (The
cost is inclusive of all fixtures and separate charges for minor T&P's shall
not be made) | Sqm | 7070.7 | 7070.7 | 15.36 | False | None | None | False | None | False | 108605.952 | 0 | | 2291961 | 67544 | None | Vol-II I No. 11.35.2.3 Page No. 88 | Providing and fixing aluminium work for doors, windows, ventilators
and partitions with extruded built up standard tubular sections/
appropriate sections and other sections of approved make conforming to
IS: 733 and IS:1285, fixing with dash fasteners of required dia and
size, including necessary filling up the gaps at junctions, i.e. at top,
bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat angle, Aluminium snap
beading for glazing / paneling, C.P. brass / stainless steel screws, all
complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately)
:For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever
required including the cost of EPDM rubber / neoprene gasket required
(Fittings shall be paid for separately) Polyester powder coated aluminium
(minimum thickness of polyester powder coating 50 micron) including
cost of materials, labour, usage charges of machinery complete as per
specifications. | Kg | 611.1 | 611.1 | 884.0 | False | None | None | False | None | False | 540212.4 | 0 | | 2291962 | 67544 | None | Vol-II I No. 10.15.1 Page No. 71 | Providing and fixing of Aluminium composite panel of approved make and
colour for wall cladding for Brick/Rcc/stone walls & coloumns/beams
with necessary aluminium frame works at required level made out of
50x25x4mm C section or equivalent. The panel should consist of 3mm
thick non-halogenated FR grade mineral based polymer ( 2 hrs fire resistance as per ASTM E119-12 and clause B, S1, do as per ENT 13501-1sand wiched between 0.50 skins thick aluminium sheet making a total panel
thickness of 4mm. The surfaces will be finished with PVDF based coating
on topsides and service coating on reverse sides would be in polyester
paint. The system shall be fixed using GI brackets, aluminium L cleats and
stainless steel bolts and nuts complete with spring washer and cap nuts
and all other necessary accessories, sealing shall be done with necessary
rods etc., complete For Straight Portion | Sqm | 4188.45 | 4188.45 | 271.32 | False | None | None | False | None | False | 1136410.254 | 0 | | 2291963 | 67544 | None | Vol-II I No. 15.1 Page No. 149 | Providing and laying water proofing treatment to the Roof with PU based
single component elastomeric pure polyurethane based coating on New
terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than
400% and tensile strength greater than 2MPa as per ASTM D412. The
waterproofing membrane to be applied in 2coats @ 1.6 kg/m2
to achieve
final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy
primer @150 g/m2
and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation,
making coving at Junction, Bore Packing, treatment of construction joints
completely as per specification | Sqm | 857.85 | 857.85 | 1005.39 | False | None | None | False | None | False | 862473.8115 | 0 | | 2291964 | 67544 | None | Vol-II I No. 12.21 Page No. 100 | Providing and fixing in position fully panelled Matti/Nandi wood shutters
for doors with , stiles and rails of 30mm. 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 | 6029.1 | 6029.1 | 3.15 | False | None | None | False | None | False | 18991.665 | 0 | | 2291965 | 67544 | None | GEM Portal Rate | OT Ceiling Light
| Each | 100000.0 | 100000.0 | 1.0 | False | None | None | False | None | False | 100000.0 | 0 | | 2291966 | 67544 | None | Gem Portal Rate | PROVIDING CAMERAS | Each | 2200.0 | 2200.0 | 20.0 | False | None | None | False | None | False | 44000.0 | 0 | | 2291967 | 67544 | None | Gem Portal Rate | PROVIDING CABLE | m | 12.55 | 12.55 | 2000.0 | False | None | None | False | None | False | 25100.0 | 0 | | 2291968 | 67544 | None | Gem Portal Rate | PROVIDING DVR
| Each | 8850.0 | 8850.0 | 1.0 | False | None | None | False | None | False | 8850.0 | 0 | | 2291969 | 67544 | None | Gem Portal Rate | PROVIDING HARD DISK
| Each | 16284.0 | 16284.0 | 1.0 | False | None | None | False | None | False | 16284.0 | 0 | | 2291970 | 67544 | None | MARKET RATE | PROVIDING MONITOR | Each | 20000.0 | 20000.0 | 1.0 | False | None | None | False | None | False | 20000.0 | 0 | | 2291971 | 67544 | None | Gem Portal Rate | Providing Computer Table | Each | 5000.0 | 5000.0 | 10.0 | False | None | None | False | None | False | 50000.0 | 0 | | 2291972 | 67544 | None | Gem Portal Rate | Unbranded Stainless steel Mosquito Mesh Window Frame, Warranty 12 Month | Sqm | 400.0 | 400.0 | 43.2 | False | None | None | False | None | False | 17280.0 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | CONSTRUCTION WAITING SHED | 290898.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2291973 | 67545 | None | Vol-I I No. 1.5.1 page No. 6 | Earth work excavation by manual means for drains,canals, waste weir draft,
approach channels, key trench, foundation of Bridges and such similar works,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, excavated surface leveled and sides neatly
dressed disposing off or leveling the excavated stuff or sorting & stacking the
selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost
of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 27.0 | False | None | None | False | None | False | 8476.65 | 0 | | 2291974 | 67545 | None | Vol-I I No. 2.1.2 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 2.7 | False | None | None | False | None | False | 16057.44 | 0 | | 2291975 | 67545 | 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. | Cum | 6961.5 | 6961.5 | 2.19 | False | None | None | False | None | False | 15245.685 | 0 | | 2291976 | 67545 | 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 Percent | Cum | 4873.05 | 4873.05 | 2.19 | False | None | None | False | None | False | 10671.9795 | 0 | | 2291977 | 67545 | 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 | 0.11 | False | None | None | False | None | False | 10332.2835 | 0 | | 2291978 | 67545 | None | Vol-II I No. 11.25.2 Page No. 84 | Providing and fixing Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer using structural steel etc. as required. In
gratings, frames, guard bar, ladder, railings, brackets, gates and similar
works including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-inCharge | Kg | 142.8 | 142.8 | 1420.33 | False | None | None | False | None | False | 202823.124 | 0 | | 2291979 | 67545 | None | Vol-II I No. 7.38 Page No. 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape
and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+
0.05 %) total coated thickness with zinc coating 120 g/m2
as per IS: 277,
in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet
and polyester top coat 15-18 microns. Sheet should have protective guard
film of 25 microns minimum to avoid scratches during transportation and
should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of
size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/
vertical or curved surfaces, excluding the cost of purlins, rafters and trusses
and including cutting to size and shape wherever required. | Sqm | 596.4 | 596.4 | 45.76 | False | None | None | False | None | False | 27291.264 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | HIGH MAST | 695676.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2291980 | 67546 | None | Vol-6 I No. 11.9.6 Page No. 46 of 105 | Supply of LED floodlight luminaire with pressure die cast
aluminium housing body for optimal thermal dissipation.
Lamp compartment comprising of anti glare clear diffuserwith Injection moulded polycarbonate/clear glass material,delivering superior light output. Rated life Burning Hrs 50000hr @ Lumen Maintenance of 70%, CCT greater than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains,Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiencygreater than130lm/w, nominal CRI greater than75. Luminaire manufacturer should have inhouse facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source. | Each | 18581.0 | 18581.0 | 12.0 | False | None | None | False | None | False | 222972.0 | 0 | | 2291981 | 67546 | None | Vol-6 I No. 13.5 Page No. 56 of 105 | Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. | Each | 162.0 | 162.0 | 12.0 | False | None | None | False | None | False | 1944.0 | 0 | | 2291982 | 67546 | None | Vol-6 I No. 5.18.5 page No. 17 of 105 | Supplying & fixing miniature circuit breakers on existing MCB
distribution boards using necessary fixing materials and 'C' Type
curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC
60898. 40 A DP | Each | 1060.0 | 1060.0 | 12.0 | False | None | None | False | None | False | 12720.0 | 0 | | 2291983 | 67546 | None | Vol-6 I No. 5.47 Page No. 21 of 105 | Supplying and fixing Microprocessor based Electronic timer (without
contactor, Din Mounting using necessary bolts, nuts and washers etc.,.)
3-120sec setting. | Each | 2315.0 | 2315.0 | 12.0 | False | None | None | False | None | False | 27780.0 | 0 | | 2291984 | 67546 | None | Vol-6 I No. 5.44.4 Page No. 21 of 105 | Supply and Installation / Fixing / Provision of Outdoor type
Thermoplastic Modular Panel enclosure with transparent
Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof,
dust proof, water proof, corrosion proof having internally Embedded
gasket on both lid and flap suitable to fix Single Phase / Three Phase
Energy Meter in suitable base plate and having a provision for Fuse /
MCB cut-out with suitable transparent hinged flap opening for
operating MCB along with complete tamper proof SEALING facility.
600 mm x 600 mm x 170 mm | Each | 14520.0 | 14520.0 | 12.0 | False | None | None | False | None | False | 174240.0 | 0 | | 2291985 | 67546 | None | Vol-6 I No. 5.41.2 Page No. 20 of 105 | Supplying and fixing angle iron frame work fabricated out of M.S.
angle iron. and M.S. Flat.with bolts, washers etc., and painted
with 2 coats of red oxide and then two coats of approved paint. 50 x 50 x 6 mm | m | 395.0 | 395.0 | 48.0 | False | None | None | False | None | False | 18960.0 | 0 | | 2291986 | 67546 | None | VOLUME-5 SOR CODE P420 P.NO 164 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms(Max) as per IS-3975 | m | 515.0 | 515.0 | 240.0 | False | None | None | False | None | False | 123600.0 | 0 | | 2291987 | 67546 | None | VOLUME-5 SOR CODE P430A P.NO 164 | Supplying,fixing,wiring,earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter
board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit …The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia | Job | 3750.0 | 3750.0 | 12.0 | False | None | None | False | None | False | 45000.0 | 0 | | 2291988 | 67546 | None | PWD Electrical DSR 2023-24 IT.NO 5.35 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter. | No | 5705.0 | 5705.0 | 12.0 | False | None | None | False | None | False | 68460.0 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | Compound Wall Raising | 1093575.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2291989 | 67547 | None | Vol-II I No. 6.7 Page No. 13 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:4 (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 | 8621.55 | 8621.55 | 12.37 | False | None | None | False | None | False | 106648.5735 | 0 | | 2291990 | 67547 | 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 | 4.8 | False | None | None | False | None | False | 31333.68 | 0 | | 2291991 | 67547 | None | Vol-II I No. 8.9 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) and a
top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement
: 3 coarse sand) finished rough with sponge 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 | 404.25 | 404.25 | 900.0 | False | None | None | False | None | False | 363825.0 | 0 | | 2291992 | 67547 | None | Vol-II I No. 8.25 page No. 45 | Distempering with oil bound washable distemper of approved brand
and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 | 143.85 | 143.85 | 900.0 | False | None | None | False | None | False | 129465.0 | 0 | | 2291993 | 67547 | None | Vol-II I No. 11.25.2 Page No. 84 | Providing and fixing Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer using structural steel etc. as required. In
gratings, frames, guard bar, ladder, railings, brackets, gates and similar
works including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-inCharge. | Kg | 142.8 | 142.8 | 819.0 | False | None | None | False | None | False | 116953.2 | 0 | | 2291994 | 67547 | None | Vol-II I No. 11.57.1 Page No. 95 | Fencing with G.I. barbed wire Angle iron post placed at required distance
embedded in cement concrete blocks, every 15th post, last but one end
post and corner post shall be strutted on both sides and end post on
one side only and provided with horizontal lines and two diagonals
interwoven with horizontal wires, of barbed wire weighing 9.38 kg per
100 m (minimum), between the two posts fitted and fixed with G.I. staples,
turn buckles etc. complete. (Cost of posts, struts, earth work and concrete
work to be paid for separately). Payment to be made per metre cost of
total length of barbed wire used. With G.I. barbed wire | m | 18.9 | 18.9 | 1254.0 | False | None | None | False | None | False | 23700.6 | 0 | | 2291995 | 67547 | None | Vol-II I No. 11.34 B Page no. 86 | Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete. Fixed to openings /wooden frames
with rawl plugs screws etc. | Kg | 192.15 | 192.15 | 674.73 | False | None | None | False | None | False | 129649.3695 | 0 | | 2291996 | 67547 | None | GEM Portal Rate | KRISHTHA Cast Iron Polish Garden Bench, Capacity 4 Seater | Each | 8000.0 | 8000.0 | 24.0 | False | None | None | False | None | False | 192000.0 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | Proposed compound Wall | 1281084.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2291997 | 67548 | None | PWD DSR 2023-24 IT.NO 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 114.75 | False | None | None | False | None | False | 12289.725 | 0 | | 2291998 | 67548 | None | Vol-I I No. 2.1.2 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 14.23 | False | None | None | False | None | False | 84628.656 | 0 | | 2291999 | 67548 | 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 | 19.43 | False | None | None | False | None | False | 135261.945 | 0 | | 2292000 | 67548 | None | Vol-I S Rs L No. 1 b Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth All other types add 3 Percent | Cum | 208.84 | 208.84 | 12.39 | False | None | None | False | None | False | 2587.5276 | 0 | | 2292001 | 67548 | 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 Percent | Cum | 4873.05 | 4873.05 | 7.04 | False | None | None | False | None | False | 34306.272 | 0 | | 2292002 | 67548 | None | Vol-II 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 | 35.31 | False | None | None | False | None | False | 208030.6305 | 0 | | 2292003 | 67548 | None | Vol-II I No. 5.4 Page No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 26.13 | False | None | None | False | None | False | 175291.7985 | 0 | | 2292004 | 67548 | None | Vol-I I No. 2.11 a Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification.Buildings | t | 93929.85 | 93929.85 | 1.94 | False | None | None | False | None | False | 182223.909 | 0 | | 2292005 | 67548 | 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 | 6.94 | False | None | None | False | None | False | 45303.279 | 0 | | 2292006 | 67548 | None | Vol-II I No. 6.8 Page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8367.45 | 8367.45 | 28.16 | False | None | None | False | None | False | 235627.392 | 0 | | 2292007 | 67548 | None | PWD DSR 2023-24 IT.NO 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 292.95 | 292.95 | 428.4 | False | None | None | False | None | False | 125499.78 | 0 | | 2292008 | 67548 | None | Vol-II I No. 8.28 Page No. 45 | Finishing walls with water proofing cement paint of required shade :New
work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 93.45 | 93.45 | 428.4 | False | None | None | False | None | False | 40033.98 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | CONSTRUCTION OF CC ROAD | 1725823.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2292009 | 67549 | None | PWD DSR 2023-24 IT.NO 1.1 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. | Sqm | 95.55 | 95.55 | 1185.3 | False | None | None | False | None | False | 113255.415 | 0 | | 2292010 | 67549 | None | PWD DSR 2023-24 IT.NO 3.6 | Construction of Subgrade and earthen Shoulders 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 | 237.06 | False | None | None | False | None | False | 122714.109 | 0 | | 2292011 | 67549 | None | PWD DSR 2023-24 IT.NO 4.13 ii B | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Using Screening Type B (11.2mm agg) | Cum | 2575.65 | 2575.65 | 88.89 | False | None | None | False | None | False | 228949.5285 | 0 | | 2292012 | 67549 | None | PWD DSR 2023-24 IT.NO 16.27 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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 | Cum | 7091.7 | 7091.7 | 177.8 | False | None | None | False | None | False | 1260904.26 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | PATH WAY | 481716.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2292013 | 67550 | None | PWD DSR 2023-24 IT.NO 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 10.74 | False | None | None | False | None | False | 1150.254 | 0 | | 2292014 | 67550 | None | PWD DSR 2023-24 IT.NO 2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 8.06 | False | None | None | False | None | False | 47934.432 | 0 | | 2292015 | 67550 | None | PWD DSR 2021-22 IT.NO 21.6 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 200 x 150 mm Kerb Stone | m | 316.05 | 316.05 | 181.4 | False | None | None | False | None | False | 57331.47 | 0 | | 2292016 | 67550 | 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 | 261.48 | False | None | None | False | None | False | 130138.596 | 0 | | 2292017 | 67550 | None | PWD DSR 2021-22 IT.NO 9.31 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications. | Sqm | 1141.35 | 1141.35 | 214.8 | False | None | None | False | None | False | 245161.98 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | Parking Shed | 351359.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2292018 | 67551 | None | PWD DSR 2023-24 V-1 IT.NO 1.5.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. | Cum | 313.95 | 313.95 | 33.75 | False | None | None | False | None | False | 10595.8125 | 0 | | 2292019 | 67551 | None | PWD DSR 2023-24 V-1 IT.NO 2.1.2 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 3.38 | False | None | None | False | None | False | 20101.536 | 0 | | 2292020 | 67551 | None | PWD DSR 2023-24 V-1 IT.NO 2.5.1 | 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 | 6961.5 | 6961.5 | 2.73 | False | None | None | False | None | False | 19004.895 | 0 | | 2292021 | 67551 | 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 Percent | Cum | 4873.05 | 4873.05 | 2.73 | False | None | None | False | None | False | 13303.4265 | 0 | | 2292022 | 67551 | None | PWD DSR 2023-24 V-2 IT.NO 2.11 | 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. | t | 93929.85 | 93929.85 | 0.19 | False | None | None | False | None | False | 17846.6715 | 0 | | 2292023 | 67551 | None | PWD DSR 2023-24 V-2 IT.NO 11.25.2 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 142.8 | 142.8 | 1550.88 | False | None | None | False | None | False | 221465.664 | 0 | | 2292024 | 67551 | None | PWD DSR 2023-24 V-2 IT.NO 7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 596.4 | 596.4 | 82.23 | False | None | None | False | None | False | 49041.972 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | UGD WORK, SANITARY AND WATER SUPPLY | 388050.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2292025 | 67552 | None | PWD DSR 2023-24 V-5 IT.NO 6.9 | Constructing brick masonry chamber of internal dimension 600x600mm 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 | 5726.7 | 5726.7 | 30.0 | False | None | None | False | None | False | 171801.0 | 0 | | 2292026 | 67552 | None | PWD DSR 2023-24 V-1 IT.NO 1.5 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. | Cum | 313.95 | 313.95 | 36.0 | False | None | None | False | None | False | 11302.2 | 0 | | 2292027 | 67552 | None | PWD DSR 2023-24 V-5 IT.NO 6.1 | Providing, 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 | 610.05 | 610.05 | 100.0 | False | None | None | False | None | False | 61005.0 | 0 | | 2292028 | 67552 | None | PWD DSR 2023-24 V-1 IT.NO 1.9 | 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 | 36.0 | False | None | None | False | None | False | 10054.8 | 0 | | 2292029 | 67552 | None | PWD DSR 2023-24 V-5 IT.NO 16.18.5 Page No. 194 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For 1.2m dia Machinehole:Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 2.0M depth & SFRC cover & frame | Each | 64388.1 | 64388.1 | 1.0 | False | None | None | False | None | False | 64388.1 | 0 | | 2292030 | 67552 | None | Vol-5 I No. 10.1.6 Page No. 113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For: PVC pipes 90mm dia., 6 kg/sqcm & class 3 | m | 308.7 | 308.7 | 100.0 | False | None | None | False | None | False | 30870.0 | 0 | | 2292031 | 67552 | None | Vol-5 I No. 10.1.5 Page No. 113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. complete For: PVC pipes 75mm dia., 6 kg/sqcm & class 3 | m | 231.0 | 231.0 | 50.0 | False | None | None | False | None | False | 11550.0 | 0 | | 2292032 | 67552 | None | Vol-2 I No. 13.32.2 Page No. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00
m spacing. This includes jointing of pipes & fittings with one step CPVC
solvent cement and the cost of cutting chases and making good the
same including testing of joints complete as per direction of Engineer in
Charge. Concealed work, including cutting chases and making good the
walls etc20 mm nominal dia pipes | m | 397.95 | 397.95 | 60.0 | False | None | None | False | None | False | 23877.0 | 0 | | 2292033 | 67552 | None | Vol-II I No. 13.2.2 Page No. 117 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore | No | 320.25 | 320.25 | 10.0 | False | None | None | False | None | False | 3202.5 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | CONSTRUCTION OF SEPTIC TANK | 863035.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2292034 | 67553 | None | Vol-I PWD DSR 2023-24 IT.NO 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | Cum | 107.1 | 107.1 | 12.31 | False | None | None | False | None | False | 1318.401 | 0 | | 2292035 | 67553 | None | PWD DSR 2023-24 IT.NO 2.1.2 Vol-I | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 1.75 | False | None | None | False | None | False | 10407.6 | 0 | | 2292036 | 67553 | None | PWD DSR 2023-24 IT.NO 6.7 Vol-II | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (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 | 8621.55 | 8621.55 | 3.72 | False | None | None | False | None | False | 32072.166 | 0 | | 2292037 | 67553 | None | PWD DSR 2023-24 IT.NO 2.5.1 | 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 | 1.61 | False | None | None | False | None | False | 11208.015 | 0 | | 2292038 | 67553 | None | Vol-I S R Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50 Percent | Cum | 3480.75 | 3480.75 | 1.61 | False | None | None | False | None | False | 5604.0075 | 0 | | 2292039 | 67553 | None | PWD DSR 2023-24 IT.NO 8.9 | 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge 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 | 404.25 | 404.25 | 17.5 | False | None | None | False | None | False | 7074.375 | 0 | | 2292040 | 67553 | None | PWD DSR 2023-24 IT.NO 11.34B Vol-II | Providing and fixing M.S. grills of required pattern in frames of win- dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. | Kg | 192.15 | 192.15 | 270.0 | False | None | None | False | None | False | 51880.5 | 0 | | 2292041 | 67553 | None | PWD ELEC DSR 2023-24 IT.NO 10.1.1 | Supplying, installing, testing and commissioning of Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications. | Set | 349110.0 | 349110.0 | 1.0 | False | None | None | False | None | False | 349110.0 | 0 | | 2292042 | 67553 | None | PWD ELEC DSR 2023-24 IT.NO 6.8.6 | Supplying of . TR Invertor type split Air conditioners suitable for operation on A/C supply single phase 50 Hz 230 V with hermetically sealed inverter compressor with air cooled condenser, latest R410A / R-32 refrigerant fan motor, start & run capacitors, relay & over load protector internal unit, with one indoor & one outdoor unit The condenser unit will be placed outside the room avoid noise including standard length of suitable size copper tubing covered with nitrile rubber insulation tube. suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit. | Each | 78872.0 | 78872.0 | 5.0 | False | None | None | False | None | False | 394360.0 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | REPAIRS TO STAFF & DOCTORS QUARTERS | 957538.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2292043 | 67554 | None | PWD DSR 2023-24 IT.NO 19.22.2 Vol-II | Dismantling tile work in floors and roofs laid in cement mortar includ- ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge. For thickness of tiles above 25 mm and up to 40 mm | Sqm | 77.7 | 77.7 | 219.09 | False | None | None | False | None | False | 17023.293 | 0 | | 2292044 | 67554 | None | PWD DSR 2023-24 IT.NO 1.8 Vol-I | 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 | 50.4 | False | None | None | False | None | False | 25084.08 | 0 | | 2292045 | 67554 | None | PWD DSR 2023-24 IT.NO 2.1.4 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 21.9 | False | None | None | False | None | False | 142959.915 | 0 | | 2292046 | 67554 | None | PWD DSR 2023-24 IT.NO 9.22.2 Vol-II | Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). | Cum | 1392.3 | 1392.3 | 187.65 | False | None | None | False | None | False | 261265.095 | 0 | | 2292047 | 67554 | None | PWD DSR 2023-24 IT.NO 9.11 Vol-II | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 933.45 | 933.45 | 31.44 | False | None | None | False | None | False | 29347.668 | 0 | | 2292048 | 67554 | None | PWD DSR 2023-24 IT.NO 15.1 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa- terproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the wa- terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. | Sqm | 857.85 | 857.85 | 157.23 | False | None | None | False | None | False | 134879.7555 | 0 | | 2292049 | 67554 | None | PWD DSR 2023-24 IT.NO 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 | 143.85 | 143.85 | 1335.9 | False | None | None | False | None | False | 192169.215 | 0 | | 2292050 | 67554 | None | PWD DSR 2023-24 IT.NO 8.30 Vol-II | 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 | 847.34 | False | None | None | False | None | False | 154809.018 | 0 |
| | 1706113517000 | 0 | None | None | Buildings | ELECTRIFICATION TO HOSPITAL AND STAFF QUARTERS | 837924.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2292051 | 67555 | None | Electrical DSR It.no 6.3.2 Vol-6 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system.56" Sweep (1400 mm) Regular model | Each | 3031.0 | 3031.0 | 68.0 | False | None | None | False | None | False | 206108.0 | 0 | | 2292052 | 67555 | None | Vol-6 I No. 13.11 Page No. 56 of 105 | Fixing a ceiling /wall mounting fan of all capacities and all types,
with necessary clamps and 'S' hook made out of 15mm dia MS rod,
with 5 A. ceiling rose of approved quality with necessary length of
23/0.0076 inch PVC insulated twin twisted wire of approved quality,
mounted on a suitable size wooden board and wired. | Each | 315.0 | 315.0 | 67.0 | False | None | None | False | None | False | 21105.0 | 0 | | 2292053 | 67555 | None | Vol-6 I No. 11.3.2 page No. 43 of 105 | Supplying of .feet -PVC Batten with integrated LED tube .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.LED light fitting 1 x 4' - 20/22 W | Each | 690.0 | 690.0 | 198.0 | False | None | None | False | None | False | 136620.0 | 0 | | 2292054 | 67555 | None | Vol-6 I No. 13.7.1 Page no. 56 of 105 | Fixing all types and all capacities of fluorescent /false ceiling / spot
light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders
using 23/0.0076" twin twisted PVC insulated wires, required Nos of
round blocks and clamps. On wall/ ceiling / Rafter / Girders | Each | 122.0 | 122.0 | 198.0 | False | None | None | False | None | False | 24156.0 | 0 | | 2292055 | 67555 | None | Vol-6 I No. 6.2.1 Page No. 30 of 105 | Supplying of 1440rpm heavy duty exhaust fan with bracket blades
suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300 mm) | Each | 2969.0 | 2969.0 | 21.0 | False | None | None | False | None | False | 62349.0 | 0 | | 2292056 | 67555 | None | Vol-6 I No. 5.18.3 Page no. 17 of 105 | Supplying & fixing miniature circuit breakers on existing MCB
distribution boards using necessary fixing materials and 'C' Type
curve, indicator ON/OFF, energy cross-3 with Short circuit breaking
capacity of 10K and complete wiring as required confirming to IEC
60898. 50-63 A SP | Each | 811.0 | 811.0 | 86.0 | False | None | None | False | None | False | 69746.0 | 0 | | 2292057 | 67555 | None | Vol-6 I No. 1.6.3 Page No. 3 of 105 | Supplying and flush mounting teak wooden box without front plank,
made of not less than 12 mm thick wood, after due groove cutting,
finishing with necessary cement plastering complete. 10" x 7" x 3" (254 x 178 x 76 mm) | Each | 112.0 | 112.0 | 50.0 | False | None | None | False | None | False | 5600.0 | 0 | | 2292058 | 67555 | None | Vol-6 I No. 3.5.1 Page No. 8 of 105 | Supplying and fixing superior quality modular switch mounting
polycarbonate plate with necessary supporting back plate with required
nos. of machine screws, bolts nuts etc., complete on the existing
metal/PVC box 1 to 2 Module | Each | 137.0 | 137.0 | 250.0 | False | None | None | False | None | False | 34250.0 | 0 | | 2292059 | 67555 | None | Vol-6 I No. 3.5.3 page no. 8 of 105 | Supplying and fixing superior quality modular switch mounting
polycarbonate plate with necessary supporting back plate with required
nos. of machine screws, bolts nuts etc., complete on the existing
metal/PVC box. 4 Module | Each | 175.0 | 175.0 | 250.0 | False | None | None | False | None | False | 43750.0 | 0 | | 2292060 | 67555 | None | Vol-6 I No. 1.1.2 Page No. 2 of 105 | Supplying heavy gauge PVC conduit pipe . dia . mm thick
confirming to IS 2509 with suitable size bends, junction boxes,
adhesive paste etc , and fixing using inverted wood plugs in case of
RCC ceiling and RCC wall/ stone structure or rawl plugs in case of
brick walls and cement plastering the damaged portion using heavy
gauge saddles at an interval of 700mm using NF screws.25 mm dia 2 mm thick | m | 81.0 | 81.0 | 600.0 | False | None | None | False | None | False | 48600.0 | 0 | | 2292061 | 67555 | None | Vol-6 I No. 2.2.3 Page No. 5 of 105 | Supplying and wiring adopting loop system in existing PVC Conduit
/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral)
& 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated
copper wire (confirming to IS-694: and latest amendments) without
control switch shall be fixed on the existing plastic sheet/ gang box,
the other end of the wires shall be terminated with sufficient loose
length in a wood/PVC round block. complete for each outlet.Long point above 6Mtr upto 10Mtr from tapping point to out let via
switch box
| Point | 555.0 | 555.0 | 50.0 | False | None | None | False | None | False | 27750.0 | 0 | | 2292062 | 67555 | None | Vol-6 I No. 2.2.2 Page No. 5 of 105 | Supplying and wiring adopting loop system in existing PVC Conduit
/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral)
& 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated
copper wire (confirming to IS-694: and latest amendments) without
control switch shall be fixed on the existing plastic sheet/ gang box,
the other end of the wires shall be terminated with sufficient loose
length in a wood/PVC round block. complete for each outlet.Medium point above 3Mtr upto 6Mtr from tapping point to out let via
switch box
switch box | Point | 379.0 | 379.0 | 45.0 | False | None | None | False | None | False | 17055.0 | 0 | | 2292063 | 67555 | None | Vol-6 I No. 2.2.1 Page No. 5 of 105 | Supplying and wiring adopting loop system in existing PVC Conduit
/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral)
& 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated
copper wire (confirming to IS-694: and latest amendments) without
control switch shall be fixed on the existing plastic sheet/ gang box,
the other end of the wires shall be terminated with sufficient loose
length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch box | Point | 269.0 | 269.0 | 15.0 | False | None | None | False | None | False | 4035.0 | 0 | | 2292064 | 67555 | None | Vol-6 I No. 2.3.5 Page No. 5 of 105 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand copper wire with low conductor resistance
single core in open or concealed system of wiring with specified IS694:2010 6 mm2 | m | 92.0 | 92.0 | 500.0 | False | None | None | False | None | False | 46000.0 | 0 | | 2292065 | 67555 | None | Vol-6 I No. 2.3.4 Page No. 5 of 105 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand copper wire with low conductor resistance
single core in open or concealed system of wiring with specified IS694:20104 mm2 | m | 63.0 | 63.0 | 500.0 | False | None | None | False | None | False | 31500.0 | 0 | | 2292066 | 67555 | None | Vol-6 I No. 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand copper wire with low conductor resistance
single core in open or concealed system of wiring with specified IS694:20102.5mm2 | m | 42.0 | 42.0 | 500.0 | False | None | None | False | None | False | 21000.0 | 0 | | 2292067 | 67555 | None | Vol-6 I No. 2.3.1 Page No. 5 of 105 | Wiring for lighting/power circuit using one of FRLS PVC insulated
1100V grade, multistrand copper wire with low conductor resistance
single core in open or concealed system of wiring with specified IS694:2010 1.0mm2 | m | 19.0 | 19.0 | 500.0 | False | None | None | False | None | False | 9500.0 | 0 | | 2292068 | 67555 | None | Vol-5 I No. 13.38.2 Page No. 156 | Providing 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. 3.50x10 Sqm | m | 450.0 | 450.0 | 64.0 | False | None | None | False | None | False | 28800.0 | 0 |
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