tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1720422270000 | 0 | None | None | Buildings | Construction of 10 class rooms for Government Kannada Higher Primary School at Sultanpur village in Raibag Taluk of Belagavi District. Under HOA Nabard RIDF-28 Samagra Shikshan Karnataka Yojane for the year 2022-23 - Electrical Work | 325593.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3476789 | 124239 | None | 1.8.2 | Supplying and fixing of PVC casing and capping on the wall or
ceiling using necessary materials like bends, junction box,
elbows, screws at an interval of 300 mmetcas required
25mm ---- including cost of all materials, labor ,HOM,l | Mtr | 28.0 | 28.0 | 500.0 | False | None | None | False | None | False | 14000.0 | 0 | 3476790 | 124239 | None | 1.6.5 | 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.4"x4"x3" ( 101x101x76mm) ---- including cost of all materials, labor ,HOM,l | Each | 69.0 | 69.0 | 60.0 | False | None | None | False | None | False | 4140.0 | 0 | 3476791 | 124239 | None | 2.1.2 | I. Point wiring using Copper wire with switch Supplying and wiring adopting loop system in existing PVC
Conduit /casing capping using 2x1.5mm2 (Phase & Neutral)
& 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated
copper wire (confirming to IS-694: and latest amendments) with
a 6A flush type SP 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.
Using class A Materials b) Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch ---- including cost of all materials, labor ,HOM,l | Point | 386.0 | 386.0 | 30.0 | False | None | None | False | None | False | 11580.0 | 0 | 3476792 | 124239 | None | 2.1.3 | I. Point wiring using Copper wire with switch Supplying and wiring adopting loop system in existing PVC
Conduit /casing capping using 2x1.5mm2 (Phase & Neutral)
& 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated
copper wire (confirming to IS-694: and latest amendments) with
a 6A flush type SP 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
Using class A Materialsc) Long point above 6Mtr up to 10Mtr from tapping point to out let via switch ---- including cost of all materials, labor ,HOM,l | Point | 567.0 | 567.0 | 35.0 | False | None | None | False | None | False | 19845.0 | 0 | 3476793 | 124239 | None | 2.3.2 | 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 IS-694:confirming to latest amendments-1.5 sqmm ---- including cost of all materials, labor ,HOM,l | Mtr | 26.0 | 26.0 | 600.0 | False | None | None | False | None | False | 15600.0 | 0 | 3476794 | 124239 | None | 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 IS-694:confirming to latest amendments-2.5 sqmm ---- including cost of all materials, labor ,HOM,l | Mtr | 40.0 | 40.0 | 200.0 | False | None | None | False | None | False | 8000.0 | 0 | 3476795 | 124239 | None | 2.3.4 | 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 IS-694:confirming to latest amendments-4 sqmm ---- including cost of all materials, labor ,HOM,l | Mtr | 59.0 | 59.0 | 600.0 | False | None | None | False | None | False | 35400.0 | 0 | 3476796 | 124239 | None | 3.4.1 | Supplying and flush mounting powder coated / galvanized
metal box suitable for mounting modular switch plates. The box
should be firmly flush mounted after due groove cutting in
Brick/Stone/C.C wall-1-3Way ---- including cost of all materials, labor ,HOM,l | Each | 123.0 | 123.0 | 30.0 | False | None | None | False | None | False | 3690.0 | 0 | 3476797 | 124239 | None | 3.4.4 | Supplying and flush mounting powder coated / galvanized
metal box suitable for mounting modular switch plates. The box
should be firmly flush mounted after due groove cutting in
Brick/Stone/C.C wall- 8Way ---- including cost of all materials, labor ,HOM,l | Each | 250.0 | 250.0 | 10.0 | False | None | None | False | None | False | 2500.0 | 0 | 3476798 | 124239 | None | 3.4.5 | Supplying and flush mounting powder coated / galvanized
metal box suitable for mounting modular switch plates. The box
should be firmly flush mounted after due groove cutting in
Brick/Stone/C.C wall-10-12Way ---- including cost of all materials, labor ,HOM,l | Each | 325.0 | 325.0 | 50.0 | False | None | None | False | None | False | 16250.0 | 0 | 3476799 | 124239 | None | 3.5.1 | 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.- Group-A-1 to 3 Module ---- including cost of all materials, labor ,HOM,l | Each | 152.0 | 152.0 | 30.0 | False | None | None | False | None | False | 4560.0 | 0 | 3476800 | 124239 | None | 3.5..4 | 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.- Group-A-8Moudule ---- including cost of all materials, labor ,HOM,l | Each | 302.0 | 302.0 | 10.0 | False | None | None | False | None | False | 3020.0 | 0 | 3476801 | 124239 | None | 3.5.6 | 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.- Group-A-12Moudule ---- including cost of all materials, labor ,HOM,l | Each | 403.0 | 403.0 | 20.0 | False | None | None | False | None | False | 8060.0 | 0 | 3476802 | 124239 | None | 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Using Group "A" materials 6Amps one way ---- including cost of all materials, labor ,HOM,l | Each | 88.0 | 88.0 | 150.0 | False | None | None | False | None | False | 13200.0 | 0 | 3476803 | 124239 | None | 3.6.4 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Using Group "A" materials Stepped Fan Regulator ---- including cost of all materials, labor ,HOM,l | Each | 313.0 | 313.0 | 20.0 | False | None | None | False | None | False | 6260.0 | 0 | 3476804 | 124239 | None | 3.6.8 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Using Group "A" materials 16Amps one way switch ---- including cost of all materials, labor ,HOM,l | Each | 249.0 | 249.0 | 60.0 | False | None | None | False | None | False | 14940.0 | 0 | 3476805 | 124239 | None | 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Using Group "A" materials 32Amps DP switch ---- including cost of all materials, labor ,HOM,l | Each | 375.0 | 375.0 | 20.0 | False | None | None | False | None | False | 7500.0 | 0 | 3476806 | 124239 | None | 3.6.11 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Using Group "A" materials 6/16Amps universal socket ---- including cost of all materials, labor ,HOM,l | Each | 249.0 | 249.0 | 40.0 | False | None | None | False | None | False | 9960.0 | 0 | 3476807 | 124239 | None | 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Using Group "A" materials 6Amps 3way socket. ---- including cost of all materials, labor ,HOM,l | Each | 162.0 | 162.0 | 40.0 | False | None | None | False | None | False | 6480.0 | 0 | 3476808 | 124239 | None | 11.3.2 | 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 greterthan 80. Power Input: 220-240V@ 50/60Hz & Power factor greaterthan 0.9 along with CE approved. years Warranty against any manufacturing defect working under standard electrical condition.12.3.2 LED light fitting 1 x 4'- 20/22 w Each LED light fitting 1 x 4'- 20/22 w Each ---- including cost of all materials, labor ,HOM,l | Each | 740.0 | 740.0 | 50.0 | False | None | None | False | None | False | 37000.0 | 0 | 3476809 | 124239 | None | 5.7.2 | Supplying & fixing of Porcelain fuse channel with cut out on
existing wooden/panel using necessary nuts, bolts and
washers. 32Amps ---- including cost of all materials, labor ,HOM,l | Each | 200.0 | 200.0 | 10.0 | False | None | None | False | None | False | 2000.0 | 0 | 3476810 | 124239 | None | 5.17.1 | Supplying and fixing regular MCB distribution boards on
wall/ood board / flush mounting using required clA, bolts,
nuts etc., with provision for fixing suitable type capacity
MCB's single phase/3 phase/single door with powder coated
painting Made out of 14 SWG MS enclosure. a) 6-32Amps SP Group 'A' ---- including cost of all materials, labor ,HOM,l | Each | 523.0 | 523.0 | 1.0 | False | None | None | False | None | False | 523.0 | 0 | 3476811 | 124239 | None | 5.17.4 | Supplying and fixing regular MCB distribution boards on
wall/ood board / flush mounting using required clA, bolts,
nuts etc., with provision for fixing suitable type capacity
MCB's single phase/3 phase/single door with powder coated
painting Made out of 14 SWG MS enclosure. 6-32 Amps DP Group 'A' ---- including cost of all materials, labor ,HOM,l | Each | 1103.0 | 1103.0 | 1.0 | False | None | None | False | None | False | 1103.0 | 0 | 3476812 | 124239 | None | 5.18.6 | Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. II - Double Door a) 4Way TP &N ---- including cost of all materials, labor ,HOM,l | Each | 1368.0 | 1368.0 | 1.0 | False | None | None | False | None | False | 1368.0 | 0 | 3476813 | 124239 | None | HESCOM SR | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg HESCOM SR ---- including cost of all materials, labor ,HOM,l | No | 770.0 | 770.0 | 1.0 | False | None | None | False | None | False | 770.0 | 0 | 3476814 | 124239 | None | HESCOM SR | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each HESCOM SR ---- including cost of all materials, labor ,HOM,l | No | 660.0 | 660.0 | 1.0 | False | None | None | False | None | False | 660.0 | 0 | 3476815 | 124239 | None | HESCOM SR | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag HESCOM SR ---- including cost of all materials, labor ,HOM,l | Bag | 303.0 | 303.0 | 1.0 | False | None | None | False | None | False | 303.0 | 0 | 3476816 | 124239 | None | HESCOM SR | Digging of Pit for providing GI Pipe type Earthing LABOUR RATE HESCOM SR Hard Soil ---- including cost of all materials, labor ,HOM,l | Per Pit | 2267.0 | 2267.0 | 1.0 | False | None | None | False | None | False | 2267.0 | 0 | 3476817 | 124239 | None | 7.3.1.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system and as per technical data approved. 48" Sweep (1200mm) Regular model ---- including cost of all materials, labor ,HOM,l | Each | 2085.0 | 2085.0 | 21.0 | False | None | None | False | None | False | 43785.0 | 0 | 3476818 | 124239 | None | 5.6.1 | Supply and fixing polished wood board made of not less
than 15mm thick plank on both sides of not more than 2
pieces and fixing the same to the wall using tapered inverted
wooden plugs screws. 8"x6"1.5" ---- including cost of all materials, labor ,HOM,l | Each | 76.0 | 76.0 | 21.0 | False | None | None | False | None | False | 1596.0 | 0 | 3476819 | 124239 | None | 5.6.4 | Supply and fixing polished wood board made of not less
than 15mm thick plank on both sides of not more than 2
pieces and fixing the same to the wall using tapered inverted
wooden plugs screws. 12"x12"2" ---- including cost of all materials, labor ,HOM,l | Each | 162.0 | 162.0 | 21.0 | False | None | None | False | None | False | 3402.0 | 0 | 3476820 | 124239 | None | 13.7.1 | 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 clA. On wall / ceiling / Rafter / Girders ---- including cost of all materials, labor ,HOM,l | Each | 119.0 | 119.0 | 50.0 | False | None | None | False | None | False | 5950.0 | 0 | 3476821 | 124239 | None | 13.81 | Fixing a ceiling /wall mounting fan of all capacities and all
types, with necessary clA 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. ---- including cost of all materials, labor ,HOM,l | Each | 281.0 | 281.0 | 20.0 | False | None | None | False | None | False | 5620.0 | 0 | 3476822 | 124239 | None | 1.9.1 | Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely 20mm ---- including cost of all materials, labor ,HOM,l | Mtr | 25.0 | 25.0 | 10.0 | False | None | None | False | None | False | 250.0 | 0 | 3476823 | 124239 | None | Hescom SR | RCC Pole - 9 Mtr Long, 145 Kg WL(Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785 ---- including cost of all materials, labor ,HOM,l | Nos | 7076.0 | 7076.0 | 1.0 | False | None | None | False | None | False | 7076.0 | 0 | 3476824 | 124239 | None | 7.02 | Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM ---- including cost of all materials, labor ,HOM,l | Km | 46234.0 | 46234.0 | 0.15 | False | None | None | False | None | False | 6935.1 | 0 |
| 1720422270000 | 1 | None | None | Buildings | Estimate-First Floor -Civil | 4915204.14 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3476825 | 124240 | None | Vol.1, P.No.17,I.No.2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.17,I.No.2.5.2) ---- including cost of all materials, labor ,HOM,l | Cum | 6386.33 | 6386.33 | 108.11 | False | None | None | False | None | False | 690426.1363 | 0 | 3476826 | 124240 | None | A7 Sl No | Formwork for column @ 70% ---- including cost of all materials, labor ,HOM,l | Cum | 4470.43 | 4470.43 | 14.25 | False | None | None | False | None | False | 63703.6275 | 0 | 3476827 | 124240 | None | A7 Sl No | Formwark for Lintels, Beams @ 60% ---- including cost of all materials, labor ,HOM,l | Cum | 3831.8 | 3831.8 | 6.04 | False | None | None | False | None | False | 23144.072 | 0 | 3476828 | 124240 | None | A7 Sl No | Formwark for Roof Slab @ 50% ---- including cost of all materials, labor ,HOM,l | Cum | 3193.17 | 3193.17 | 63.692 | False | None | None | False | None | False | 203379.38364 | 0 | 3476829 | 124240 | None | A7 Sl No | Formwark for chajja@ 45% ---- including cost of all materials, labor ,HOM,l | Cum | 2873.85 | 2873.85 | 2.89 | False | None | None | False | None | False | 8305.4265 | 0 | 3476830 | 124240 | None | A7 Sl No | Formwark for staircase @ 45% ---- including cost of all materials, labor ,HOM,l | Cum | 2873.85 | 2873.85 | 3.2976 | False | None | None | False | None | False | 9476.80776 | 0 | 3476831 | 124240 | None | V-1 2021-22 P.No. 17 I.No.2.4.1 | 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. Thegranite/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)Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR V-1 2021-22 / P.No. 17 I.No.2.4.1) ---- including cost of all materials, labor ,HOM,l | Cum | 6113.78 | 6113.78 | 3.0673 | False | None | None | False | None | False | 18752.797394 | 0 | 3476832 | 124240 | None | Vol.2, P.No.84,I.No.11.32) | Providing Thermo-Mechanically Treated bars of grade Fe-550D Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol.2, P.No.84,I.No.11.32) ---- including cost of all materials, labor ,HOM,l | Kg | 95.45 | 95.45 | 10603.24 | False | None | None | False | None | False | 1012079.258 | 0 | 3476833 | 124240 | None | V-2 2021-22 P.No. 14 I.No.6.8) | 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.(PWD SR V-2 2021-22 / P.No. 14 I.No.6.8) ---- including cost of all materials, labor ,HOM,l | Cum | 7061.87 | 7061.87 | 88.2 | False | None | None | False | None | False | 622856.934 | 0 | 3476834 | 124240 | None | Volume 2 Page No 99 Item No 12.11) | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.(Volume 2 Page No 99 Item No 12.11) ---- including cost of all materials, labor ,HOM,l | Cum | 95861.77 | 95861.77 | 0.6338 | False | None | None | False | None | False | 60757.189826 | 0 | 3476835 | 124240 | None | Volume 2 Page No 106 Item No 12.57.8 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 40 mm thick one side teak and one side commercial.(Volume 2 Page No 106 Item No 12.57.8) ---- including cost of all materials, labor ,HOM,l | Sqm | 3445.56 | 3445.56 | 25.2 | False | None | None | False | None | False | 86828.112 | 0 | 3476836 | 124240 | None | Volume 2 Page No 63 Item No. 9.24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent (Volume 2 Page No 63 Item No. 9.24) ---- including cost of all materials, labor ,HOM,l | Sqm | 3037.27 | 3037.27 | 160.57 | False | None | None | False | None | False | 487694.4439 | 0 | 3476837 | 124240 | None | Volume 2 Page No 69 Item No. 10.2) | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. (Volume 2 Page No 69 Item No. 10.2) ---- including cost of all materials, labor ,HOM,l | Sqm | 285.27 | 285.27 | 34.74 | False | None | None | False | None | False | 9910.2798 | 0 | 3476838 | 124240 | None | Volume 2 Page No 69 Item No. 10.2) | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made (Volume 2 Page No 110 Item No. 12.84) ---- including cost of all materials, labor ,HOM,l | Sqm | 4362.89 | 4362.89 | 15.84 | False | None | None | False | None | False | 69108.1776 | 0 | 3476839 | 124240 | None | Vol.2, P.No.112, I.No.12.90 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)(Vol.2, P.No.112, I.No.12.90) ---- including cost of all materials, labor ,HOM,l | Sqm | 7602.0 | 7602.0 | 25.92 | False | None | None | False | None | False | 197043.84 | 0 | 3476840 | 124240 | None | Volume 2 Material component S.No.245, P.No. A-19) | Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm (Volume 2 Material component S.No.245, P.No. A-19) ---- including cost of all materials, labor ,HOM,l | Sqm | 265.12 | 265.12 | 56.07 | False | None | None | False | None | False | 14865.2784 | 0 | 3476841 | 124240 | None | Volume 2 Page No 84 Item No 11.31) | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In charge including cost of materials, labour, usage charges of machinery complete as per specifications.. (Volume 2 Page No 84 Item No 11.31) ---- including cost of all materials, labor ,HOM,l | Kg | 103.92 | 103.92 | 357.75 | False | None | None | False | None | False | 37177.38 | 0 | 3476842 | 124240 | None | Volume 2 Page No 84 Item No 11.30.1) | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (Volume 2 Page No 84 Item No 11.30.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 756.13 | 756.13 | 14.31 | False | None | None | False | None | False | 10820.2203 | 0 | 3476843 | 124240 | None | Vol.2, P.No.85, I.No.11.34B) | 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 (Vol.2, P.No.85, I.No.11.34B) ---- including cost of all materials, labor ,HOM,l | Kg | 163.32 | 163.32 | 285.12 | False | None | None | False | None | False | 46565.7984 | 0 | 3476844 | 124240 | None | Vol.2, P.No.61, I.No.9.17.2) | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) ---- including cost of all materials, labor ,HOM,l | Sqm | 1163.37 | 1163.37 | 285.04 | False | None | None | False | None | False | 331606.9848 | 0 | 3476845 | 124240 | None | PWD SR V-2 2021-22 P.No. 41 I.No.8.1.1) | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 41 I.No.8.1.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 222.71 | 222.71 | 521.01 | False | None | None | False | None | False | 116034.1371 | 0 | 3476846 | 124240 | None | PWD SR V-2 2021-22 P.No. 50 I.No.8.51) | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(PWD SR V-2 2021-22 / P.No. 50 I.No.8.51) ---- including cost of all materials, labor ,HOM,l | Sqm | 88.02 | 88.02 | 910.35 | False | None | None | False | None | False | 80129.007 | 0 | 3476847 | 124240 | None | PWD SR V-2 2021-22 P.No. 42 I.No.8.8) | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge (PWD SR V-2 2021-22 / P.No. 42 I.No.8.8) ---- including cost of all materials, labor ,HOM,l | Sqm | 322.39 | 322.39 | 488.53 | False | None | None | False | None | False | 157497.1867 | 0 | 3476848 | 124240 | None | Vol.2, P.No.65, I.No.9.36) | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol.2, P.No.65, I.No.9.36) ---- including cost of all materials, labor ,HOM,l | Sqm | 1302.29 | 1302.29 | 17.82 | False | None | None | False | None | False | 23206.8078 | 0 | 3476849 | 124240 | None | PWD SR V-2 2021-22 P.No. 47 I.No.8.33.3) | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 47 I.No.8.33.3) ---- including cost of all materials, labor ,HOM,l | Sqm | 112.41 | 112.41 | 15.84 | False | None | None | False | None | False | 1780.5744 | 0 | 3476850 | 124240 | None | PWD SR V-2 2021-22 P.No. 46 I.No.8.33.2) | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 46 I.No.8.33.2) ---- including cost of all materials, labor ,HOM,l | Sqm | 111.35 | 111.35 | 12.6 | False | None | None | False | None | False | 1403.01 | 0 | 3476851 | 124240 | None | Vol.2, P.No.46, I.No.8.30) | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including 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. (Vol.2, P.No.46, I.No.8.30) ---- including cost of all materials, labor ,HOM,l | Sqm | 144.22 | 144.22 | 593.38 | False | None | None | False | None | False | 85577.2636 | 0 | 3476852 | 124240 | None | Vol.2, P.No.46, I.No.8.33.1) | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.33.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 125.13 | 125.13 | 910.35 | False | None | None | False | None | False | 113912.0955 | 0 | 3476853 | 124240 | None | Volume 2 Page No 105 Item No 12.51) | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.(Volume 2 Page No 105 Item No 12.51) ---- including cost of all materials, labor ,HOM,l | Nos | 1566.36 | 1566.36 | 10.0 | False | None | None | False | None | False | 15663.6 | 0 | 3476854 | 124240 | None | PWD SR V-2 2021-22 P.No. 82 I.No.11.26.1) | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.(PWD SR V-2 2021-22 / P.No. 82 I.No.11.26.1) ---- including cost of all materials, labor ,HOM,l | Kg | 117.71 | 117.71 | 218.0 | False | None | None | False | None | False | 25660.78 | 0 | 3476855 | 124240 | None | Vol.2, P.No.133, I.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 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 @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (Vol.2, P.No.133, I.No.15.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 797.89 | 797.89 | 363.255 | False | None | None | False | None | False | 289837.53195 | 0 |
| 1720422270000 | 1 | None | None | Buildings | Estimate-Ground Floor -Civil | 7252393.69 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3476856 | 124241 | None | Vol.1, P.No.8,I.No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter includingdressing 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 ofmachinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ( Vol.1, P.No.8,I.No.1.12) ---- including cost of all materials, labor ,HOM,l | Cum | 68.25 | 68.25 | 65.42 | False | None | None | False | None | False | 4464.915 | 0 | 3476857 | 124241 | None | Vol.1, P.No.8,I.No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( Vol.1, P.No.8,I.No.1.14.1) ---- including cost of all materials, labor ,HOM,l | Cum | 76.65 | 76.65 | 320.34 | False | None | None | False | None | False | 24554.061 | 0 | 3476858 | 124241 | None | Vol.1, P.No.15,I.No.2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Formwork included and (The cost of steel reinforcement shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.15,I.No.2.1.3) ---- including cost of all materials, labor ,HOM,l | Cum | 5720.4 | 5720.4 | 62.87 | False | None | None | False | None | False | 359641.548 | 0 | 3476859 | 124241 | None | PWD SR V-2 2021-22 P.No. 9I.No.5.3 | Providing Coursed rubble masonry (second sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(PWD SR V-2 2021-22 / P.No. 9I.No.5.3) ---- including cost of all materials, labor ,HOM,l | Cum | 5420.1 | 5420.1 | 33.63 | False | None | None | False | None | False | 182277.963 | 0 | 3476860 | 124241 | None | PWD SR V-2 2021-22 P.No. 9 I.No.5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(PWD SR V-2 2021-22 / P.No. 9 I.No.5.4) ---- including cost of all materials, labor ,HOM,l | Cum | 5580.75 | 5580.75 | 25.3 | False | None | None | False | None | False | 141192.975 | 0 | 3476861 | 124241 | None | Volume 1 Page No 15-Item No 2.2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately) (Volume 1 Page No 15-Item No 2.2.2.1) ---- including cost of all materials, labor ,HOM,l | Cum | 6105.75 | 6105.75 | 84.01 | False | None | None | False | None | False | 512944.0575 | 0 | 3476862 | 124241 | None | A7s.no22 | Formwork for footings Isloted @8%(A7/s.no22(2) ---- including cost of all materials, labor ,HOM,l | Cum | 488.46 | 488.46 | 84.01 | False | None | None | False | None | False | 41035.5246 | 0 | 3476863 | 124241 | None | Vol.1, P.No.17, I.No.2.4.3 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.17, I.No.2.4.3) ---- including cost of all materials, labor ,HOM,l | Cum | 6120.45 | 6120.45 | 23.81 | False | None | None | False | None | False | 145727.9145 | 0 | 3476864 | 124241 | None | A7 s.no22(2) | Formwork for column @ 70%(A7/s.no22(2) ---- including cost of all materials, labor ,HOM,l | Cum | 4284.32 | 4284.32 | 5.41 | False | None | None | False | None | False | 23178.1712 | 0 | 3476865 | 124241 | None | A7 s.no22(2) | Formwork for plinth beams@ 50%(A7/s.no22(2) ---- including cost of all materials, labor ,HOM,l | Cum | 3060.23 | 3060.23 | 18.4 | False | None | None | False | None | False | 56308.232 | 0 | 3476866 | 124241 | None | PWD CSR V-1 2021-22 P.No. 7 I.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.(PWD CSR V-1 2021-22 / P.No. 7 I.No.1.9) ---- including cost of all materials, labor ,HOM,l | Cum | 214.2 | 214.2 | 379.15 | False | None | None | False | None | False | 81213.93 | 0 | 3476867 | 124241 | None | Vol.1, P.No.17,I.No.2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.17,I.No.2.5.2) ---- including cost of all materials, labor ,HOM,l | Cum | 6323.1 | 6323.1 | 109.2 | False | None | None | False | None | False | 690482.52 | 0 | 3476868 | 124241 | None | A7 s.no22(2) | Formwork for Column @ 70%(A7/s.no22(2) ---- including cost of all materials, labor ,HOM,l | Cum | 4426.17 | 4426.17 | 14.25 | False | None | None | False | None | False | 63072.9225 | 0 | 3476869 | 124241 | None | A7s.no22(2) | Formwark for Lintels, Beams @ 60% ---- including cost of all materials, labor ,HOM,l | Cum | 2655.7 | 2655.7 | 24.59 | False | None | None | False | None | False | 65303.663 | 0 | 3476870 | 124241 | None | A7s.no22(2) | Formwark for Roof Slab @ 50% ---- including cost of all materials, labor ,HOM,l | Cum | 3161.55 | 3161.55 | 63.69 | False | None | None | False | None | False | 201359.1195 | 0 | 3476871 | 124241 | None | A7s.no22(2) | Formwark for chajja@ 45% ---- including cost of all materials, labor ,HOM,l | Cum | 2845.39 | 2845.39 | 3.37 | False | None | None | False | None | False | 9588.9643 | 0 | 3476872 | 124241 | None | A7s.no22(2) | Formwark for staircase @ 45% ---- including cost of all materials, labor ,HOM,l | Cum | 2845.39 | 2845.39 | 3.3 | False | None | None | False | None | False | 9389.787 | 0 | 3476873 | 124241 | None | PWD CSR V-1 2021-22 P.No. 17 I.No.2.4.1 | 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. Thegranite/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)Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR V-1 2021-22 / P.No. 17 I.No.2.4.1) ---- including cost of all materials, labor ,HOM,l | Cum | 6053.25 | 6053.25 | 3.01 | False | None | None | False | None | False | 18220.2825 | 0 | 3476874 | 124241 | None | Vol.2, P.No.84,I.No.11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-550D Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol.2, P.No.84,I.No.11.32) ---- including cost of all materials, labor ,HOM,l | Kg | 94.5 | 94.5 | 15546.73 | False | None | None | False | None | False | 1469165.985 | 0 | 3476875 | 124241 | None | PWD SR V-2 2021-22 P.No. 14 I.No.6.8 | 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.(PWD SR V-2 2021-22 / P.No. 14 I.No.6.8) ---- including cost of all materials, labor ,HOM,l | Cum | 6991.95 | 6991.95 | 87.41 | False | None | None | False | None | False | 611166.3495 | 0 | 3476876 | 124241 | None | Volume 2 Page No 99 Item No 12.11 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.(Volume 2 Page No 99 Item No 12.11) ---- including cost of all materials, labor ,HOM,l | Cum | 94912.65 | 94912.65 | 0.5063 | False | None | None | False | None | False | 48054.274695 | 0 | 3476877 | 124241 | None | Volume 2 Page No 106 Item No 12.57.8 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 40 mm thick one side teak and one side commercial.(Volume 2 Page No 106 Item No 12.57.8) ---- including cost of all materials, labor ,HOM,l | Sqm | 3411.45 | 3411.45 | 25.2 | False | None | None | False | None | False | 85968.54 | 0 | 3476878 | 124241 | None | PWD SR V-2 2021-22 P.No. 105 I.No.12.53 | Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet 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 75 mm Aluminium hinges(PWD SR V-2 2021-22 / P.No. 105 I.No.12.53) ---- including cost of all materials, labor ,HOM,l | Sqm | 2989.35 | 2989.35 | 7.98 | False | None | None | False | None | False | 23855.013 | 0 | 3476879 | 124241 | None | PWD SR V-2 2021-22 P.No. 105 I.No.12.54 | Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 105 I.No.12.54) ---- including cost of all materials, labor ,HOM,l | m | 498.75 | 498.75 | 28.6 | False | None | None | False | None | False | 14264.25 | 0 | 3476880 | 124241 | None | Volume 2 Page No 63 Item No. 9.24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent (Volume 2 Page No 63 Item No. 9.24) ---- including cost of all materials, labor ,HOM,l | Sqm | 3007.2 | 3007.2 | 186.88 | False | None | None | False | None | False | 561985.536 | 0 | 3476881 | 124241 | None | Volume 2 Page No 69 Item No. 10.2 | Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. (Volume 2 Page No 69 Item No. 10.2) ---- including cost of all materials, labor ,HOM,l | Sqm | 282.45 | 282.45 | 56.1195 | False | None | None | False | None | False | 15850.952775 | 0 | 3476882 | 124241 | None | Volume 2 Page No 110 Item No. 12.84 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made (Volume 2 Page No 110 Item No. 12.84) ---- including cost of all materials, labor ,HOM,l | Sqm | 4319.7 | 4319.7 | 14.4 | False | None | None | False | None | False | 62203.68 | 0 | 3476883 | 124241 | None | Vol.2, P.No.112, I.No.12.9 | 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)(Vol.2, P.No.112, I.No.12.90) ---- including cost of all materials, labor ,HOM,l | Sqm | 7603.05 | 7603.05 | 23.76 | False | None | None | False | None | False | 180648.468 | 0 | 3476884 | 124241 | None | S.No.245, P.No. A-19 | Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm (Volume 2 Material component S.No.245, P.No. A-19) ---- including cost of all materials, labor ,HOM,l | Sqm | 262.5 | 262.5 | 53.82 | False | None | None | False | None | False | 14127.75 | 0 | 3476885 | 124241 | None | Volume 2 Page No 84 Item No 11.31) | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In charge including cost of materials, labour, usage charges of machinery complete as per specifications.. (Volume 2 Page No 84 Item No 11.31) ---- including cost of all materials, labor ,HOM,l | Kg | 102.9 | 102.9 | 391.5 | False | None | None | False | None | False | 40285.35 | 0 | 3476886 | 124241 | None | Volume 2 Page No 84 Item No 11.30.1 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (Volume 2 Page No 84 Item No 11.30.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 748.65 | 748.65 | 15.66 | False | None | None | False | None | False | 11723.859 | 0 | 3476887 | 124241 | None | Vol.2, P.No.85, I.No.11.34B | 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 (Vol.2, P.No.85, I.No.11.34B) ---- including cost of all materials, labor ,HOM,l | Kg | 161.7 | 161.7 | 686.88 | False | None | None | False | None | False | 111068.496 | 0 | 3476888 | 124241 | None | Vol.2, P.No.61, I.No.9.17.2 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 m (Vol.2, P.No.61, I.No.9.17.2) ---- including cost of all materials, labor ,HOM,l | Sqm | 1151.85 | 1151.85 | 390.43 | False | None | None | False | None | False | 449716.7955 | 0 | 3476889 | 124241 | None | PWD SR V-2 2021-22 P.No. 41 I.No.8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 41 I.No.8.1.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 220.5 | 220.5 | 725.16 | False | None | None | False | None | False | 159897.78 | 0 | 3476890 | 124241 | None | PWD SR V-2 2021-22 P.No. 50 I.No.8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(PWD SR V-2 2021-22 / P.No. 50 I.No.8.51) ---- including cost of all materials, labor ,HOM,l | Sqm | 87.15 | 87.15 | 1102.86 | False | None | None | False | None | False | 96114.249 | 0 | 3476891 | 124241 | None | PWD SR V-2 2021-22 P.No. 42 I.No.8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge(PWD SR V-2 2021-22 / P.No. 42 I.No.8.8) ---- including cost of all materials, labor ,HOM,l | Sqm | 322.35 | 322.35 | 412.41 | False | None | None | False | None | False | 132940.3635 | 0 | 3476892 | 124241 | None | Vol.2, P.No.65, I.No.9.36 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol.2, P.No.65, I.No.9.36) ---- including cost of all materials, labor ,HOM,l | Sqm | 1289.4 | 1289.4 | 13.5 | False | None | None | False | None | False | 17406.9 | 0 | 3476893 | 124241 | None | PWD SR V-2 2021-22 P.No. 47 I.No.8.33.3 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 47 I.No.8.33.3) ---- including cost of all materials, labor ,HOM,l | Sqm | 111.3 | 111.3 | 38.16 | False | None | None | False | None | False | 4247.208 | 0 | 3476894 | 124241 | None | PWD SR V-2 2021-22 P.No. 46 I.No.8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 46 I.No.8.33.2) ---- including cost of all materials, labor ,HOM,l | Sqm | 110.25 | 110.25 | 12.6 | False | None | None | False | None | False | 1389.15 | 0 | 3476895 | 124241 | None | Vol.2, P.No.46, I.No.8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including 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. (Vol.2, P.No.46, I.No.8.30) ---- including cost of all materials, labor ,HOM,l | Sqm | 142.8 | 142.8 | 534.44 | False | None | None | False | None | False | 76318.032 | 0 | 3476896 | 124241 | None | Vol.2, P.No.46, I.No.8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.33.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 123.9 | 123.9 | 1107.86 | False | None | None | False | None | False | 137263.854 | 0 | 3476897 | 124241 | None | Volume 2 Page No 105 Item No 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.(Volume 2 Page No 105 Item No 12.51) ---- including cost of all materials, labor ,HOM,l | Nos | 1550.85 | 1550.85 | 15.0 | False | None | None | False | None | False | 23262.75 | 0 | 3476898 | 124241 | None | Vol.2, 1st corrigendum I.No.13.48 | Providing and fixing on the wall face unplastisized rigid PVC rain water pipes confirmimg to IS:13592 Type A including jointing with seal ring confirmimg to IS:5382, leaving 10mm gap for thermal expansion, single socketed pipes 100mm diameter. ( Vol.2, 1st corrigendum I.No.13.48) ---- including cost of all materials, labor ,HOM,l | m | 265.65 | 265.65 | 113.5 | False | None | None | False | None | False | 30151.275 | 0 | 3476899 | 124241 | None | PWD SR V-2 2021-22 P.No. 82 I.No.11.26.1 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in-Charge.(PWD SR V-2 2021-22 / P.No. 82 I.No.11.26.1) ---- including cost of all materials, labor ,HOM,l | Kg | 116.55 | 116.55 | 380.5 | False | None | None | False | None | False | 44347.275 | 0 | 3476900 | 124241 | None | Quotation rate | Providing and fixing Green board for class room (Quotation rate) ---- including cost of all materials, labor ,HOM,l | Each | 8136.0 | 8136.0 | 10.0 | False | None | None | False | None | False | 81360.0 | 0 | 3476901 | 124241 | None | Vol.2, P.No.176, I.No.20.34.1 | Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.125x70x4 mm (ordinary type) (Vol.2, P.No.176, I.No.20.34.1) ---- including cost of all materials, labor ,HOM,l | Each | 158.55 | 158.55 | 180.0 | False | None | None | False | None | False | 28539.0 | 0 | 3476902 | 124241 | None | Vol.2, P.No.A-27, S.No.285 | Hold fasts (Vol.2, P.No.A-27, S.No.285) ---- including cost of all materials, labor ,HOM,l | Each | 33.6 | 33.6 | 180.0 | False | None | None | False | None | False | 6048.0 | 0 | 3476903 | 124241 | None | Vol.2, P.No.108, I.No.12.73.1 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 125mm (Vol.2, P.No.108, I.No.12.73.1) ---- including cost of all materials, labor ,HOM,l | Each | 31.5 | 31.5 | 120.0 | False | None | None | False | None | False | 3780.0 | 0 | 3476904 | 124241 | None | Vol.2, P.No.107, I.No.12.60 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.(Vol.2, P.No.107, I.No.12.60) ---- including cost of all materials, labor ,HOM,l | Each | 873.6 | 873.6 | 1.0 | False | None | None | False | None | False | 873.6 | 0 | 3476905 | 124241 | None | Vol.2, P.No.107, I.No.12.63 | Providing and fixing aluminium tower bolts, ISI marked, anodised (an odic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (Vol.2, P.No.107, I.No.12.63) ---- including cost of all materials, labor ,HOM,l | Each | 116.55 | 116.55 | 30.0 | False | None | None | False | None | False | 3496.5 | 0 | 3476906 | 124241 | None | Vol.2, P.No.107, I.No.12.58 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete (Vol.2, P.No.107, I.No.12.58) ---- including cost of all materials, labor ,HOM,l | Each | 114.45 | 114.45 | 30.0 | False | None | None | False | None | False | 3433.5 | 0 | 3476907 | 124241 | None | Vol.2, P.No.107, I.No.12.58 | Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications.(Corr. 1 SCBC Bangalore, Dated 21-04-2022) ---- including cost of all materials, labor ,HOM,l | Sqm | 1188.6 | 1188.6 | 60.14 | False | None | None | False | None | False | 71482.404 | 0 |
| 1720422270000 | 1 | None | None | Buildings | Estimate-SF Head Room -Civil | 482152.35 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3476908 | 124242 | None | Vol.1, P.No.17,I.No.2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.17,I.No.2.5.2) ---- including cost of all materials, labor ,HOM,l | Cum | 6449.56 | 6449.56 | 7.56 | False | None | None | False | None | False | 48758.6736 | 0 | 3476909 | 124242 | None | A7 Sl No | Formwork for column @ 70% ---- including cost of all materials, labor ,HOM,l | Cum | 4514.69 | 4514.69 | 3.58 | False | None | None | False | None | False | 16162.5902 | 0 | 3476910 | 124242 | None | A7 Sl No | Formwark for Roof Slab @ 50% ---- including cost of all materials, labor ,HOM,l | Cum | 3224.78 | 3224.78 | 2.77 | False | None | None | False | None | False | 8932.6406 | 0 | 3476911 | 124242 | None | A7 Sl No | Formwark for chajja@ 45% ---- including cost of all materials, labor ,HOM,l | Cum | 2579.82 | 2579.82 | 0.19 | False | None | None | False | None | False | 490.1658 | 0 | 3476912 | 124242 | None | V-1 2021-22 P.No. 17 I.No.2.4. | 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. Thegranite/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)Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR V-1 2021-22 / P.No. 17 I.No.2.4.1) ---- including cost of all materials, labor ,HOM,l | Cum | 6174.32 | 6174.32 | 1.79 | False | None | None | False | None | False | 11052.0328 | 0 | 3476913 | 124242 | None | Vol.2, P.No.84,I.No.11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-550D Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Vol.2, P.No.84,I.No.11.32) ---- including cost of all materials, labor ,HOM,l | Kg | 96.39 | 96.39 | 979.22 | False | None | None | False | None | False | 94387.0158 | 0 | 3476914 | 124242 | None | V-2 2021-22 P.No. 14 I.No.6.8 | 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.(PWD SR V-2 2021-22 / P.No. 14 I.No.6.8) ---- including cost of all materials, labor ,HOM,l | Cum | 7131.79 | 7131.79 | 24.16 | False | None | None | False | None | False | 172304.0464 | 0 | 3476915 | 124242 | None | Volume 2 Page No 99 Item No 12.11 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.(Volume 2 Page No 99 Item No 12.11) ---- including cost of all materials, labor ,HOM,l | Cum | 96810.9 | 96810.9 | 0.0514 | False | None | None | False | None | False | 4976.08026 | 0 | 3476916 | 124242 | None | Volume 2 Page No 106 Item No 12.57.8 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 40 mm thick one side teak and one side commercial.(Volume 2 Page No 106 Item No 12.57.8) ---- including cost of all materials, labor ,HOM,l | Sqm | 3479.68 | 3479.68 | 2.52 | False | None | None | False | None | False | 8768.7936 | 0 | 3476917 | 124242 | None | PWD SR V-2 2021-22 P.No. 41 I.No.8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 41 I.No.8.1.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 224.91 | 224.91 | 37.56 | False | None | None | False | None | False | 8447.6196 | 0 | 3476918 | 124242 | None | PWD SR V-2 2021-22 P.No. 50 I.No.8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(PWD SR V-2 2021-22 / P.No. 50 I.No.8.51) ---- including cost of all materials, labor ,HOM,l | Sqm | 88.89 | 88.89 | 57.72 | False | None | None | False | None | False | 5130.7308 | 0 | 3476919 | 124242 | None | V-2 2021-22 P.No. 42 I.No.8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge(PWD SR V-2 2021-22 / P.No. 42 I.No.8.8) ---- including cost of all materials, labor ,HOM,l | Sqm | 325.58 | 325.58 | 198.09 | False | None | None | False | None | False | 64494.1422 | 0 | 3476920 | 124242 | None | V-2 2021-22 P.No. 46 I.No.8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 46 I.No.8.33.2) ---- including cost of all materials, labor ,HOM,l | Sqm | 112.46 | 112.46 | 1.26 | False | None | None | False | None | False | 141.6996 | 0 | 3476921 | 124242 | None | Vol.2, P.No.46, I.No.8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including 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. (Vol.2, P.No.46, I.No.8.30) ---- including cost of all materials, labor ,HOM,l | Sqm | 145.66 | 145.66 | 200.67 | False | None | None | False | None | False | 29229.5922 | 0 | 3476922 | 124242 | None | Vol.2, P.No.46, I.No.8.33.1 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol.2, P.No.46, I.No.8.33.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 126.38 | 126.38 | 57.72 | False | None | None | False | None | False | 7294.6536 | 0 | 3476923 | 124242 | None | Volume 2 Page No 105 Item No 12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.(Volume 2 Page No 105 Item No 12.51) ---- including cost of all materials, labor ,HOM,l | Nos | 1581.87 | 1581.87 | 1.0 | False | None | None | False | None | False | 1581.87 | 0 |
| 1720422270000 | 1 | None | None | Buildings | Septic Tank | 46974.28 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3476924 | 124243 | None | PWD CSR V-1 2021-22 P.No. 8 I.No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m(PWD CSR V-1 2021-22 / P.No. 8 I.No.1.14.1) ---- including cost of all materials, labor ,HOM,l | Cum | 76.65 | 76.65 | 13.23 | False | None | None | False | None | False | 1014.0795 | 0 | 3476925 | 124243 | None | PWD CSR V-1 2021-22 P.No. 7 I.No.1.11 | Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete.(PWD CSR V-1 2021-22 / P.No. 7 I.No.1.11) ---- including cost of all materials, labor ,HOM,l | Cum | 2285.85 | 2285.85 | 1.1025 | False | None | None | False | None | False | 2520.149625 | 0 | 3476926 | 124243 | None | PWD CSR V-1 2021-22 P.No. 15 I.No.2.1.1 | 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 1:5:10 (M5)Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR V-1 2021-22 / P.No. 15 I.No.2.1.1) ---- including cost of all materials, labor ,HOM,l | Cum | 5036.85 | 5036.85 | 0.735 | False | None | None | False | None | False | 3702.08475 | 0 | 3476927 | 124243 | None | PWD SR V-1 2021-22 P.No. 17 I.No.2.4.3 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR V-1 2021-22 / P.No. 17/I.No.2.4.3) ---- including cost of all materials, labor ,HOM,l | Cum | 6120.45 | 6120.45 | 0.81 | False | None | None | False | None | False | 4957.5645 | 0 | 3476928 | 124243 | None | ISSUE RATE | Formwark for Roof Slab @ 50% ---- including cost of all materials, labor ,HOM,l | Cum | 6120.45 | 6120.45 | 0.81 | False | None | None | False | None | False | 4957.5645 | 0 | 3476929 | 124243 | None | PWD SR V-2 2021-22 P.No. 84 I.No.11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)(PWD SR V-2 2021-22 / P.No. 84 I.No.11.32) ---- including cost of all materials, labor ,HOM,l | Tonne | 94.5 | 94.5 | 0.0648 | False | None | None | False | None | False | 6.1236 | 0 | 3476930 | 124243 | None | PWD SR V-2 2021-22 P.No. 14 I.No.6.8 | 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.(PWD SR V-2 2021-22 / P.No. 14 I.No.6.8) ---- including cost of all materials, labor ,HOM,l | Cum | 6991.95 | 6991.95 | 3.53 | False | None | None | False | None | False | 24681.5835 | 0 | 3476931 | 124243 | None | PWD SR V-2 2021-22 P.No. 41 I.No.8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(PWD SR V-2 2021-22 / P.No. 41 I.No.8.1.1) ---- including cost of all materials, labor ,HOM,l | Sqm | 273.0 | 273.0 | 18.81 | False | None | None | False | None | False | 5135.13 | 0 |
| 1720422270000 | 1 | None | None | Buildings | Sanitation and Water Supply | 104324.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3476932 | 124244 | None | PWD SR V-2 2021-22 P.No 116 I No 13.8.1.1 | Providing and fixing unplasticised PVC connection pipe with brass unions :.15 mm nominal bore (PWD SR V-2 /2021-22/P.No 116/I No 13.8.1.1) ---- including cost of all materials, labor ,HOM,l | Nos | 110.25 | 110.25 | 10.0 | False | None | None | False | None | False | 1102.5 | 0 | 3476933 | 124244 | None | PWD SR V-2 2021-22 P.No 116 I No 13.8.1.1 | Providing and fixing unplasticised PVC connection pipe with brass unions :.25 mm nominal bore (PWD SR V-2 /2021-22/P.No 116/I No 13.8.1.1) ---- including cost of all materials, labor ,HOM,l | Nos | 116.55 | 116.55 | 10.0 | False | None | None | False | None | False | 1165.5 | 0 | 3476934 | 124244 | None | PWD SR V-2 2021-22 P.No. 115 I.No.13.5.2 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :20 mm nominal bore (PWD SR V-2/ 2021-22 / P.No. 115/ I.No.13.5.2) ---- including cost of all materials, labor ,HOM,l | Nos | 378.0 | 378.0 | 5.0 | False | None | None | False | None | False | 1890.0 | 0 | 3476935 | 124244 | None | PWD SR V-2 2021-22 P.No. 115 I.No.13.3.1 | Providing and fixing brass stop cock of approved quality : :15 mm nominal bore (PWD SR V-2/ 2021-22 / P.No. 115/ I.No.13.3.1) ---- including cost of all materials, labor ,HOM,l | Nos | 342.3 | 342.3 | 5.0 | False | None | None | False | None | False | 1711.5 | 0 | 3476936 | 124244 | None | PWD SR V-2 2021-22 P.No. 115 I.No.13.2.1 | Providing and fixing brass bib cock of approved quality- 15 mm nominal bore:(PWD SR V-2 2021-22 / P.No. 115/I.No.13.2.1) ---- including cost of all materials, labor ,HOM,l | Nos | 342.3 | 342.3 | 5.0 | False | None | None | False | None | False | 1711.5 | 0 | 3476937 | 124244 | None | PWD SR V-2 2021-22 P.No. 125 I.No.14.7.5 | White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap(PWD SR V-2 2021-22 / P.No. 125/I.No.14.7.5) ---- including cost of all materials, labor ,HOM,l | Each | 2263.8 | 2263.8 | 3.0 | False | None | None | False | None | False | 6791.4 | 0 | 3476938 | 124244 | None | P.No. 130 I.No.14.44 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flushpipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern ---- including cost of all materials, labor ,HOM,l | Each | 3712.8 | 3712.8 | 4.0 | False | None | None | False | None | False | 14851.2 | 0 | 3476939 | 124244 | None | PWD SR V-2 2021-22 P.No. 123 I.No.14.1.1 | 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(PWD SR V-2 2021-22 / P.No. 123/I.No.14.1.1) ---- including cost of all materials, labor ,HOM,l | Each | 4458.3 | 4458.3 | 2.0 | False | None | None | False | None | False | 8916.6 | 0 | 3476940 | 124244 | None | PWD SR V-2 2021-22 P.No. 129 I.No.14.35.1 | White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend.(PWD SR V-2 2021-22 / P.No. 129 I.No.14.35.1) ---- including cost of all materials, labor ,HOM,l | Each | 7113.75 | 7113.75 | 1.0 | False | None | None | False | None | False | 7113.75 | 0 | 3476941 | 124244 | None | PWD SR V-2 2021-22 P.No. 128 I.No.14.32.2 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing .(PWD SR V-2 2021-22 / P.No. 128/ I.No.14.32.2) ---- including cost of all materials, labor ,HOM,l | Each | 912.45 | 912.45 | 3.0 | False | None | None | False | None | False | 2737.35 | 0 | 3476942 | 124244 | None | PWD SR V-2 2021-22 P.No. 130 I.No.14.40.2 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.(PWD SR V-2 2021-22 / P.No. 130/ I.No.14.40.2) ---- including cost of all materials, labor ,HOM,l | Each | 399.0 | 399.0 | 1.0 | False | None | None | False | None | False | 399.0 | 0 | 3476943 | 124244 | None | PWD Circle BGM SR 2018-19 P.No 96 I No 13.78 | KSRB 13-11.1 : Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications.(For 1000 litre capacity) Specification No.KBS 13.22 (PWD Circle BGM SR /2018-19/P.No 96/I No 13.78) ---- including cost of all materials, labor ,HOM,l | Nos | 7169.4 | 7169.4 | 3.0 | False | None | None | False | None | False | 21508.2 | 0 | 3476944 | 124244 | None | WS &UGDW CSR V-5 2021-22 P.No. 187 I.No.11-T130D | Constructing brick masonry chamber of internal dimension 450x300mm 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 andcover..(WS &UGDW CSR V-5 2021-22 / P.No. 187/ I.No.11-T130D) ---- including cost of all materials, labor ,HOM,l | Each | 3402.0 | 3402.0 | 3.0 | False | None | None | False | None | False | 10206.0 | 0 | 3476945 | 124244 | None | PWD CSR V-1 2021-22 P.No. 8 I.No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work- In all kinds of soils Depth upto 3 m(PWD CSR V-1 2021-22 / P.No. 8 I.No.1.14.1) ---- including cost of all materials, labor ,HOM,l | Cum | 76.65 | 76.65 | 11.25 | False | None | None | False | None | False | 862.3125 | 0 | 3476946 | 124244 | None | PWD CSR V-5 2021-22 P.No134 I No 1.1 | 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 therequired pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for (PWD CSR V-5 /2021-22/P.No134 /I No 1.1)PVC pipes 25 mm dia 10kg/sqm ---- including cost of all materials, labor ,HOM,l | m | 49.35 | 49.35 | 30.0 | False | None | None | False | None | False | 1480.5 | 0 | 3476947 | 124244 | None | PWD CSR V-5 2021-22 P.No134 I No 1.1 | 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 therequired pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for (PWD CSR V-5 /2021-22/P.No134 /I No 1.1)PVC pipes 32 mm dia 10kg/sqm ---- including cost of all materials, labor ,HOM,l | m | 135.3 | 135.3 | 30.0 | False | None | None | False | None | False | 4059.0 | 0 | 3476948 | 124244 | None | PWD CSR V-1 2021-22 P.No. 7 I.No.1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (PWD CSR V-1 2021-22 / P.No. 7 I.No.1.10) ---- including cost of all materials, labor ,HOM,l | Cum | 128.1 | 128.1 | 11.25 | False | None | None | False | None | False | 1441.125 | 0 | 3476949 | 124244 | None | PWD CSR V-2 2021-22 P.No. 124.No.14.5.2 | 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 andfloors wherever required :Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern (PWD CSR V-2 2021-22 / P.No. 124.No.14.5.2) ---- including cost of all materials, labor ,HOM,l | Each | 5458.95 | 5458.95 | 3.0 | False | None | None | False | None | False | 16376.85 | 0 |
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