tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1722425154000 | 0 | None | None | Buildings | Construction of CWC and JJB Meeting Hall at Government Boys Home Premise at Gadag Betageri (Dismentiling) | 537954.05 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3660200 | 133559 | None | Vol 2, P.No. 188 I.No.19.10.2 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.In cement mortar
---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 1216.62 | 1216.62 | 134.84 | False | None | None | False | None | False | 164049.0408 | 0 | 3660201 | 133559 | None | Vol 2, P.No. 193 I.No.19.55 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground to the appropriate disposal area as per direction of Engineer-in-charge
---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 44.97 | 44.97 | 599.3 | False | None | None | False | None | False | 26950.521 | 0 | 3660202 | 133559 | None | Vol 2 P.No. 187 I.No.19.9.2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge.
---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 2046.73 | 2046.73 | 34.16 | False | None | None | False | None | False | 69916.2968 | 0 | 3660203 | 133559 | None | Vol 2P.No.188 I.No. 19.12.2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineerin-charge.Of area beyond 3 m² ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 318.43 | 318.43 | 57.36 | False | None | None | False | None | False | 18265.1448 | 0 | 3660204 | 133559 | None | Vol 2, P.No. 189 I.No.19.22.1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge.For thickness of tiles 10 mm to 25 mm ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 58.34 | 58.34 | 225.54 | False | None | None | False | None | False | 13158.0036 | 0 | 3660205 | 133559 | None | Vol 2 P.No.187 I.No.19.3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 2948.56 | 2948.56 | 83.3 | False | None | None | False | None | False | 245615.048 | 0 |
| 1722425154000 | 0 | None | None | Buildings | Construction of CWC and JJB Meeting Hall at Government Boys Home Premise at Gadag Betageri (Ground Floor) | 3836654.4 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3660206 | 133560 | 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 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 123.97 | 123.97 | 132.74 | False | None | None | False | None | False | 16455.7778 | 0 | 3660207 | 133560 | None | Vol 1 P.No. 8 I.No.1.15.2 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting depth exceeding 1.5m , but not exceeding 3m ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 516.55 | 516.55 | 33.19 | False | None | None | False | None | False | 17144.2945 | 0 | 3660208 | 133560 | None | Vol 1 P.No. 11 I.No. 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 3259.7 | 3259.7 | 12.62 | False | None | None | False | None | False | 41137.414 | 0 | 3660209 | 133560 | None | Vol 2 P.No.5 I.No.4.1 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, ground excavation top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 143.42 | 143.42 | 111.95 | False | None | None | False | None | False | 16055.869 | 0 | 3660210 | 133560 | None | Vol 1 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 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 323.3 | 323.3 | 132.74 | False | None | None | False | None | False | 42914.842 | 0 | 3660211 | 133560 | None | Vol 1 P.No.7 I.No.1.11 | Filling approved 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. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 526.27 | 526.27 | 78.67 | False | None | None | False | None | False | 41401.6609 | 0 | 3660212 | 133560 | None | Vol 1 P.No. 15 I.No.2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7279.03 | 7279.03 | 24.97 | False | None | None | False | None | False | 181757.3791 | 0 | 3660213 | 133560 | None | VOL 1. P.No.18. I.No.2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Isolated Footing ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 23.48 | False | None | None | False | None | False | 177475.2236 | 0 | 3660214 | 133560 | None | Vol 1. P.No.111 I.No.1a. | Formwork, Centering & Scaffloding 8% For Isolated Footing ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 604.69 | 604.69 | 23.48 | False | None | None | False | None | False | 14198.1212 | 0 | 3660215 | 133560 | None | VOL 1. P.No.18. I.No.2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Colums upto plinth ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 2.69 | False | None | None | False | None | False | 20332.5533 | 0 | 3660216 | 133560 | None | Vol 1. P.No. 111. I.No 9 | Formwork, Centering & Scaffloding 70% For Columns upto Plinth level ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 5291.0 | 5291.0 | 2.69 | False | None | None | False | None | False | 14232.79 | 0 | 3660217 | 133560 | None | VOL 1. P.no. 18. I.No. 2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Colums above plinth ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 6.19 | False | None | None | False | None | False | 46787.5483 | 0 | 3660218 | 133560 | None | Vol 1. P.No.111. I.No.9 | Formwork, Centering & Scaffloding 70% For Columns above Plinth level ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 5291.0 | 5291.0 | 6.19 | False | None | None | False | None | False | 32751.29 | 0 | 3660219 | 133560 | None | VOL 1. P.No. 18. I.No. 2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.Plinth beams ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 6.83 | False | None | None | False | None | False | 51625.0331 | 0 | 3660220 | 133560 | None | Vol 1. P.No. 111. I.No.2 | Formwork, Centering & Scaffloding 50% For Plinth Beams ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 3779.29 | 3779.29 | 6.83 | False | None | None | False | None | False | 25812.5507 | 0 | 3660221 | 133560 | None | VOL 1. P.No. 18. I.No. 2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade.Curtain wall ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 9.08 | False | None | None | False | None | False | 68631.8156 | 0 | 3660222 | 133560 | None | Vol 1. P.No.111. I.No. 2 | Formwork, Centering & Scaffloding 10% Curtain wall ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 755.86 | 755.86 | 9.08 | False | None | None | False | None | False | 6863.2088 | 0 | 3660223 | 133560 | None | VOL 1. P.No 18. I.No2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Beams ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 11.59 | False | None | None | False | None | False | 87603.8263 | 0 | 3660224 | 133560 | None | Vol 1. P.No. 112. I.No. 14 | Formwork, Centering & Scaffloding 60% For Beams & Lintel ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 4535.14 | 4535.14 | 11.59 | False | None | None | False | None | False | 52562.2726 | 0 | 3660225 | 133560 | None | VOL 1. P.No 18. I.No2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade..Slab & Staircase ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 14.88 | False | None | None | False | None | False | 112471.5216 | 0 | 3660226 | 133560 | None | Vol 1. P.No. 112. I.No.15 | Formwork, Centering & Scaffloding 50% For Roof Slab & Staircase ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 3779.29 | 3779.29 | 14.88 | False | None | None | False | None | False | 56235.8352 | 0 | 3660227 | 133560 | None | VOL 1. P.No 18. I.No2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Sill ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 1.17 | False | None | None | False | None | False | 8843.5269 | 0 | 3660228 | 133560 | None | Vol 1. P.No. 112. I.No.14 | Formwork, Centering & Scaffloding 3% For Sill ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 226.76 | 226.76 | 1.17 | False | None | None | False | None | False | 265.3092 | 0 | 3660229 | 133560 | None | VOL 1. P.No 18. I.No2.10 C | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M25 Grade. Chejja ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7558.57 | 7558.57 | 1.07 | False | None | None | False | None | False | 8087.6699 | 0 | 3660230 | 133560 | None | Vol 1. P.No.112. I.No.19 | Formwork, Centering & Scaffloding 45% For Chejja ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 3401.36 | 3401.36 | 1.07 | False | None | None | False | None | False | 3639.4552 | 0 | 3660231 | 133560 | None | Vol 1. P.No.18. I.No 2.11.a | Steel Fabrication: Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings ---- The work should be carried out as per the instructions of the Engineer-in-charge. | t | 108726.04 | 108726.04 | 6.38 | False | None | None | False | None | False | 693672.1352 | 0 | 3660232 | 133560 | None | Vol 2. 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) ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 7765.19 | 7765.19 | 6.3 | False | None | None | False | None | False | 48920.697 | 0 | 3660233 | 133560 | None | Vol 2. 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. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 9685.52 | 9685.52 | 45.27 | False | None | None | False | None | False | 438463.4904 | 0 | 3660234 | 133560 | None | Vol 2. P.No.14. I.No.6.15 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 1255.51 | 1255.51 | 30.87 | False | None | None | False | None | False | 38757.5937 | 0 | 3660235 | 133560 | None | Vol 2. P.No.99. I.No12.12 | Providing Mathi/Nandi 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."
---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 150955.11 | 150955.11 | 0.71 | False | None | None | False | None | False | 107178.1281 | 0 | 3660236 | 133560 | None | Vol 2. P.No.104. I.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. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 1234.85 | 1234.85 | 8.0 | False | None | None | False | None | False | 9878.8 | 0 | 3660237 | 133560 | None | Vol 2. P.No.69. I.No10.6.3 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete Fastener with threaded dia 12 mm ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Nos | 72.92 | 72.92 | 48.0 | False | None | None | False | None | False | 3500.16 | 0 | 3660238 | 133560 | None | Vol 2. P.No.101. I.No.12.32 | Providing and fixing in position Mathi / Nandi wood fully panelled shutters for windows with stiles and rails of 25mm. thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures)
---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 7100.37 | 7100.37 | 18.96 | False | None | None | False | None | False | 134623.0152 | 0 | 3660239 | 133560 | None | Vol 2. P.No. 104. 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. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | m | 386.5 | 386.5 | 9.9 | False | None | None | False | None | False | 3826.35 | 0 | 3660240 | 133560 | None | Vol 2. P.No.104. I.No.12.55.1 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges with both side prelam ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 2875.64 | 2875.64 | 3.15 | False | None | None | False | None | False | 9058.266 | 0 | 3660241 | 133560 | None | Vol 2. P.No.110. 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 size20mm 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) ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 8184.5 | 8184.5 | 15.12 | False | None | None | False | None | False | 123749.64 | 0 | 3660242 | 133560 | None | Vol 2. P.No. 109. I.No 12.85 | Providing & fixing of louvered ventilator 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 with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile throughout the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 6950.87 | 6950.87 | 0.9 | False | None | None | False | None | False | 6255.783 | 0 | 3660243 | 133560 | None | Vol 2. P.No.86. I.No11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Kg | 222.42 | 222.42 | 336.42 | False | None | None | False | None | False | 74826.5364 | 0 | 3660244 | 133560 | None | Vol 2. P.No. 41. I.No 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 292.91 | 292.91 | 334.07 | False | None | None | False | None | False | 97852.4437 | 0 | 3660245 | 133560 | None | Vol 2. 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. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 121.54 | 121.54 | 499.57 | False | None | None | False | None | False | 60717.7378 | 0 | 3660246 | 133560 | None | Vol 2. P.No 41. I.No 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Out side) ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 339.1 | 339.1 | 309.8 | False | None | None | False | None | False | 105053.18 | 0 | 3660247 | 133560 | None | Vol 2. P.No.59. I.No 9.2 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 972.32 | 972.32 | 48.14 | False | None | None | False | None | False | 46807.4848 | 0 | 3660248 | 133560 | None | VOL 2. P.No. 61. I.No 9.17.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.(Size of Tile 600x600 mm) ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 1428.1 | 1428.1 | 101.38 | False | None | None | False | None | False | 144780.778 | 0 | 3660249 | 133560 | None | Vol 2. P.No. 63. I.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 asdirected by the Engineer-in-Charge.
**Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 3466.32 | 3466.32 | 11.25 | False | None | None | False | None | False | 38996.1 | 0 | 3660250 | 133560 | None | VOL 2. P.No.69. I.No 10.1.2 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 m2 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 4785.03 | 4785.03 | 0.72 | False | None | None | False | None | False | 3445.2216 | 0 | 3660251 | 133560 | None | Vol 2. P.No. 60. I.No9.11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigments etc., complete. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 1080.49 | 1080.49 | 3.6 | False | None | None | False | None | False | 3889.764 | 0 | 3660252 | 133560 | None | Vol 2. P.No.71. I.No 10.14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 1344.23 | 1344.23 | 19.53 | False | None | None | False | None | False | 26252.8119 | 0 | 3660253 | 133560 | None | Vol 2. P.No85. I.No.11.28 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessoris such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Kg | 686.7 | 686.7 | 273.0 | False | None | None | False | None | False | 187469.1 | 0 | 3660254 | 133560 | 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. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 192.03 | 192.03 | 499.57 | False | None | None | False | None | False | 95932.4271 | 0 | 3660255 | 133560 | None | Vol 2. P.No. 46. I.No 8.3 | 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 paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 211.48 | 211.48 | 309.8 | False | None | None | False | None | False | 65516.504 | 0 | 3660256 | 133560 | None | Vol 2. P.No.149. 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. Thewaterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 992.98 | 992.98 | 120.08 | False | None | None | False | None | False | 119237.0384 | 0 | 3660257 | 133560 | None | Vol 2. P.No.47. I.No8.33.3 | 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. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 168.94 | 168.94 | 16.02 | False | None | None | False | None | False | 2706.4188 | 0 |
| 1722425154000 | 0 | None | None | Buildings | Construction of CWC and JJB Meeting Hall at Government Boys Home Premise at Gadag Betageri (DOORS AND WINDOWS FIXTURE) | 32614.22 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3660258 | 133561 | None | Pg.no 218 It.no 22.15.2 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Handles 300mm
---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 668.47 | 668.47 | 20.0 | False | None | None | False | None | False | 13369.4 | 0 | 3660259 | 133561 | None | Vol.No.2 Pg.no 219 It.no 22.15.4 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Aldrop 16mm dia, 300mm (Vol.No.2 Pg.no 219 It.no 22.15.4)
---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 455.78 | 455.78 | 10.0 | False | None | None | False | None | False | 4557.8 | 0 | 3660260 | 133561 | None | Vol.No.2 Pg.no 219 It.no 22.15.5 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 150x10mm ( Vol.No.2 Pg.no 219 It.no 22.15.5) ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 145.85 | 145.85 | 10.0 | False | None | None | False | None | False | 1458.5 | 0 | 3660261 | 133561 | None | Vol.No.2 Pg.no 219 It.no 22.15.7 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Tower Bolts 250x10mm ( Vol.No.2 Pg.no 219 It.no 22.15.7)
---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 243.08 | 243.08 | 10.0 | False | None | None | False | None | False | 2430.8 | 0 | 3660262 | 133561 | None | Vol.No.2 Pg.no 219 It.no 22.15.9 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS hinges 100 mm (Vol.No.2 Pg.no 219 It.no 22.15.9)
---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 85.08 | 85.08 | 50.0 | False | None | None | False | None | False | 4254.0 | 0 | 3660263 | 133561 | None | Vol.No.2 Pg.no 219 It.no 22.15.10 | Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge. SS Door stopper 75mm ( Vol.No.2 Pg.no 219 It.no 22.15.10)
---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 121.54 | 121.54 | 10.0 | False | None | None | False | None | False | 1215.4 | 0 | 3660264 | 133561 | None | Vol.No.2 Pg.no 105 It.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.No.2 Pg.no 105 It.no 12.60)
---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 1278.6 | 1278.6 | 2.0 | False | None | None | False | None | False | 2557.2 | 0 | 3660265 | 133561 | None | Vol.No.2 Pg.no 108 It.no 12.80.1 | Providing and fixing door latch with necessary screws etc complete. Bright finished brass latch
---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 346.39 | 346.39 | 8.0 | False | None | None | False | None | False | 2771.12 | 0 |
| 1722425154000 | 0 | None | None | Buildings | Construction of CWC and JJB Meeting Hall at Government Boys Home Premise at Gadag Betageri (Sanitary and water supply) | 266436.54 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3660266 | 133562 | None | Vol 2- 139- 14.55b | Providing and fixing Bib cock with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Premium ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 2948.56 | 2948.56 | 4.0 | False | None | None | False | None | False | 11794.24 | 0 | 3660267 | 133562 | None | Vol 2- 138- 14.48b | Providing and fixing Pillar Cock made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Premium ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 3178.27 | 3178.27 | 4.0 | False | None | None | False | None | False | 12713.08 | 0 | 3660268 | 133562 | None | Vol 2- 131- 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 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 5936.01 | 5936.01 | 1.0 | False | None | None | False | None | False | 5936.01 | 0 | 3660269 | 133562 | None | Vol 2- 131- 14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 7264.44 | 7264.44 | 1.0 | False | None | None | False | None | False | 7264.44 | 0 | 3660270 | 133562 | None | Vol 2- 133- 14.7.8 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 4998.94 | 4998.94 | 2.0 | False | None | None | False | None | False | 9997.88 | 0 | 3660271 | 133562 | None | Vol 2- 133- 14.8 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 1729.51 | 1729.51 | 1.0 | False | None | None | False | None | False | 1729.51 | 0 | 3660272 | 133562 | None | Vol 2- 140- 14.61b | Providing and fixing Side operated Single lever wall mixer with L shaped Tubular bend set for overhead shower made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Premium ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 9878.77 | 9878.77 | 2.0 | False | None | None | False | None | False | 19757.54 | 0 | 3660273 | 133562 | None | Vol 2- 143- 14.86b | Providing and fixing Towel rail (Circular) made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Premium ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 2989.88 | 2989.88 | 2.0 | False | None | None | False | None | False | 5979.76 | 0 | 3660274 | 133562 | None | Vol 2- 142- 14.75b | Providing and fixing Wall Mixer Non Telephonic made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Premium ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 6882.81 | 6882.81 | 2.0 | False | None | None | False | None | False | 13765.62 | 0 | 3660275 | 133562 | None | Vol 2- 136- 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 :Rectangular shape 453x357 mm ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 1237.27 | 1237.27 | 2.0 | False | None | None | False | None | False | 2474.54 | 0 | 3660276 | 133562 | None | Vol 2- 148- 14.92b | Providing and fixing Soap dish wired with 200mm width made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 2577.86 | 2577.86 | 2.0 | False | None | None | False | None | False | 5155.72 | 0 | 3660277 | 133562 | None | Vol 2- 122- 13.31.2 | Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 20mm nominal dia pipes ---- The work should be carried out as per the instructions of the Engineer-in-charge. | m | 294.12 | 294.12 | 15.0 | False | None | None | False | None | False | 4411.8 | 0 | 3660278 | 133562 | None | Vol 2- 122- 13.31.3 | Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 25mm nominal dia pipes ---- The work should be carried out as per the instructions of the Engineer-in-charge. | m | 386.49 | 386.49 | 15.0 | False | None | None | False | None | False | 5797.35 | 0 | 3660279 | 133562 | None | Vol 2- 122- 13.31.4 | Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 32mm nominal dia pipes ---- The work should be carried out as per the instructions of the Engineer-in-charge. | m | 486.16 | 486.16 | 15.0 | False | None | None | False | None | False | 7292.4 | 0 | 3660280 | 133562 | None | Vol 2- 122- 13.31.6 | Providing & fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction Engineer in Charge.Exposed on wall - 50mm nominal dia pipes ---- The work should be carried out as per the instructions of the Engineer-in-charge. | m | 949.22 | 949.22 | 45.0 | False | None | None | False | None | False | 42714.9 | 0 | 3660281 | 133562 | None | Vol 2- 117- 13.4.4 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :50 mm nominal bore ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 1039.1 | 1039.1 | 10.0 | False | None | None | False | None | False | 10391.0 | 0 | 3660282 | 133562 | None | Vol 2- 118- 13.8.2.2 | Providing and fixing unplasticised PVC connection pipe with brass unions :45 cm length 20 mm nominal bore ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 133.69 | 133.69 | 10.0 | False | None | None | False | None | False | 1336.9 | 0 | 3660283 | 133562 | None | Vol 2- 123- 13.34 | Providing and placing on terrace, polyethylene water storage tanks as per IS 12701 : 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes but without fittings and the base support for tank ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Ltr | 10.93 | 10.93 | 3000.0 | False | None | None | False | None | False | 32790.0 | 0 | 3660284 | 133562 | None | Vol 5- A-44- 660 | PVC pipes of 8 Kg/cm2 for 140mm(3.097) ---- The work should be carried out as per the instructions of the Engineer-in-charge. | m | 554.22 | 554.22 | 49.2 | False | None | None | False | None | False | 27267.624 | 0 | 3660285 | 133562 | None | Vol 5- A-44- 664 | PVC pipes of 10 Kg/cm2 for 200mm ---- The work should be carried out as per the instructions of the Engineer-in-charge. | m | 1403.78 | 1403.78 | 20.0 | False | None | None | False | None | False | 28075.6 | 0 | 3660286 | 133562 | None | Vol 2- 125- 13.49 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes ---- The work should be carried out as per the instructions of the Engineer-in-charge. | m | 690.34 | 690.34 | 9.2 | False | None | None | False | None | False | 6351.128 | 0 | 3660287 | 133562 | None | Vol 2- 127- 13.58 | Providing and fixing PVC (S.W.R) Gully Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 420.52 | 420.52 | 5.0 | False | None | None | False | None | False | 2102.6 | 0 | 3660288 | 133562 | None | Vol 2- 127- 13.59 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 267.38 | 267.38 | 5.0 | False | None | None | False | None | False | 1336.9 | 0 |
| 1722425154000 | 0 | None | None | Buildings | Construction of CWC and JJB Meeting Hall at Government Boys Home Premise at Gadag Betageri (Electrical ) | 490317.31 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3660289 | 133563 | None | 1.2.1 (2 of 105) | Concealed Conduit System :Supplying heavy gauge PVC conduit pipe mm dia mm thick confirming to IS 2509 with suitable size bends, metalPVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary1920mm dia 2mm thick PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 80.21 | 80.21 | 200.0 | False | None | None | False | None | False | 16042.0 | 0 | 3660290 | 133563 | None | 1.2.2 (2 of 105) | Concealed Conduit System :Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metalPVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 94.8 | 94.8 | 100.0 | False | None | None | False | None | False | 9480.0 | 0 | 3660291 | 133563 | None | 1.3.1 (2 of 105) | Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.1920mm dia 2mm thick.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 82.64 | 82.64 | 75.0 | False | None | None | False | None | False | 6198.0 | 0 | 3660292 | 133563 | None | 1.3.2 (2 of 105) | Supplying heavy gauge PVC Conduit Pipe 25dia 2mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 96.01 | 96.01 | 75.0 | False | None | None | False | None | False | 7200.75 | 0 | 3660293 | 133563 | None | 1.9.2 (3 of 105) | Supplying PVCGI 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 completely25mm.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 26.73 | 26.73 | 10.0 | False | None | None | False | None | False | 267.3 | 0 | 3660294 | 133563 | None | 2.1.1 (5 of 105) | Point wiring using Copper wire with out switch. Supplying and wiring adopting loop system in existing PVC Conduit casing capping using 1100V grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2 X1.5Sq.mm Phase&Neutral &1x1.0 Sqmmearth WireCable confirming to the GTP, with a 6Amps 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 woodPVC round block. complete for each outlet. Short point upto3mtr from tapping point to out let via Switch.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Point | 346.38 | 346.38 | 15.0 | False | None | None | False | None | False | 5195.7 | 0 | 3660295 | 133563 | None | 2.1.2 (5 of 105) | Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Point | 478.86 | 478.86 | 15.0 | False | None | None | False | None | False | 7182.9 | 0 | 3660296 | 133563 | None | 2.1.3 (5 of 105) | Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Point | 692.77 | 692.77 | 22.0 | False | None | None | False | None | False | 15240.94 | 0 | 3660297 | 133563 | None | 2.3.1 (5 of 105) | Wiring for lightingpower circuit using one of FRLS PVC insulated 1100V grade,1.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 31.6 | 31.6 | 100.0 | False | None | None | False | None | False | 3160.0 | 0 | 3660298 | 133563 | None | 2.3.2 (5 of 105) | Wiring for lightingpower circuit using one of FRLS PVC insulated 1100V grade,2.5 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 51.04 | 51.04 | 200.0 | False | None | None | False | None | False | 10208.0 | 0 | 3660299 | 133563 | None | 2.3.4 (5 of 105) | Wiring for lightingpower circuit using one of FRLS PVC insulated 1100V grade,4 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 76.57 | 76.57 | 4.0 | False | None | None | False | None | False | 306.28 | 0 | 3660300 | 133563 | None | 2.3.5 (5 of 105) | Wiring for lightingpower circuit using one of FRLS PVC insulated 1100V grade,6 SQMM multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694:1990 & confirming to GTP.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 111.81 | 111.81 | 100.0 | False | None | None | False | None | False | 11181.0 | 0 | 3660301 | 133563 | None | 3.4.2 (8 of 105) | Supplying and flush mounting powder coated galvanized metal box size 1-3way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in BrickStoneC.C wall.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 193.24 | 193.24 | 4.0 | False | None | None | False | None | False | 772.96 | 0 | 3660302 | 133563 | None | 3.4.3 (8 of 105) | Supplying and flush mounting powder coated galvanized metal box size 4-5way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in BrickStoneC.C wall.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 215.12 | 215.12 | 4.0 | False | None | None | False | None | False | 860.48 | 0 | 3660303 | 133563 | None | 3.4.5 (8 of 105) | Supplying and flush mounting powder coated galvanized metal box size 8 way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in BrickStoneC.C wall.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 317.21 | 317.21 | 6.0 | False | None | None | False | None | False | 1903.26 | 0 | 3660304 | 133563 | None | 3.4.6 (8 of 105) | Supplying and flush mounting powder coated galvanized metal box size 10-12way suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in BrickStoneC.C wall.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 387.71 | 387.71 | 12.0 | False | None | None | False | None | False | 4652.52 | 0 | 3660305 | 133563 | None | 3.5.2 (8 of 105) | Supplying and fixing superior quality 3Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 195.67 | 195.67 | 4.0 | False | None | None | False | None | False | 782.68 | 0 | 3660306 | 133563 | None | 3.5.3 (8 of 105) | Supplying and fixing superior quality 4Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal box.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 212.69 | 212.69 | 4.0 | False | None | None | False | None | False | 850.76 | 0 | 3660307 | 133563 | None | 3.5.5 (8 of 105) | Supplying and fixing superior quality 8 modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 345.17 | 345.17 | 6.0 | False | None | None | False | None | False | 2071.02 | 0 | 3660308 | 133563 | None | 3.5.6 (8 of 105) | Supplying and fixing superior quality 10-12Mudular modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metalbox.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 418.09 | 418.09 | 12.0 | False | None | None | False | None | False | 5017.08 | 0 | 3660309 | 133563 | None | 3.6.1 (9 of 105) | Supplying and fixing of 6Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 123.97 | 123.97 | 72.0 | False | None | None | False | None | False | 8925.84 | 0 | 3660310 | 133563 | None | 3.6.3 (9 of 105) | Supplying and fixing of 6Amps 3way modular Socketc on existing modular switch plate as per IS 3854 and IS 1293.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 207.83 | 207.83 | 20.0 | False | None | None | False | None | False | 4156.6 | 0 | 3660311 | 133563 | None | 3.6.4 (9 of 105) | Supplying and fixing of modular stepped fan regulator Two Module on existing modular switch plate as per and IS 1293.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 433.89 | 433.89 | 12.0 | False | None | None | False | None | False | 5206.68 | 0 | 3660312 | 133563 | None | 3.6.7 (9 of 105) | Supplying and fixing of 16Amps 0ne way modular switch on existing modular switch plate as per IS 3854 and IS 1293.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 218.77 | 218.77 | 4.0 | False | None | None | False | None | False | 875.08 | 0 | 3660313 | 133563 | None | 3.6.10 (9 of 105) | Supplying and fixing of 616amps modular Universal Socket on existing modular switch plate as per IS 3854 and IS 1293.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 286.83 | 286.83 | 4.0 | False | None | None | False | None | False | 1147.32 | 0 | 3660314 | 133563 | None | 3.14.6 (10 of 105) | Supplying and fixing of 6AmpsLamp holder on existing board.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 86.29 | 86.29 | 52.0 | False | None | None | False | None | False | 4487.08 | 0 | 3660315 | 133563 | None | 5.7.3 (14 of 105) | Supplying & fixing of Porcelain fuse channel with cut out on existing woodenpanel using necessary nuts, bolts and washers.63amps.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 487.37 | 487.37 | 6.0 | False | None | None | False | None | False | 2924.22 | 0 | 3660316 | 133563 | None | 5.18.1 (17 of 105) | Supplying and fixing of miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ONOFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.PWD Electrical SR-II 2023-24 6-32 Amps SP ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 504.39 | 504.39 | 6.0 | False | None | None | False | None | False | 3026.34 | 0 | 3660317 | 133563 | None | 5.18.4 (17 of 105) | Supplying and fixing of miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ONOFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.PWD Electrical SR-II 2023-24 6-32 A DP ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 898.18 | 898.18 | 2.0 | False | None | None | False | None | False | 1796.36 | 0 | 3660318 | 133563 | None | 5.18.8 (17 of 105) | Supplying and fixing of miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ONOFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.PWD Electrical SR-II 2023-24 40 A TPN ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 3699.67 | 3699.67 | 1.0 | False | None | None | False | None | False | 3699.67 | 0 | 3660319 | 133563 | None | 5.17.1 (17105) | Supplying and fixing regular MCCB distribution panel confirming to ISIEC 61439-3 and IK09 tested as per ISIEC 62262 with minimum IP43 protection provided with polyurethane PUR gasket, with suitable earthing system , on wall woodflush mounting required cl A, bolts, nuts, tec., with provision for fixing of suitable type capacity MCCB's as an incomer for three phase Double door with necessary bus bar completely wired to use on 440V 3 phase 4 wire powder coated painting etc., complete with provision for fixing single three phase suitable capacity MCB's as outgoings confirming to ISIEC 60898-2. 4 way ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 12553.86 | 12553.86 | 1.0 | False | None | None | False | None | False | 12553.86 | 0 | 3660320 | 133563 | None | 5.19.9 (18 of 105) | Supplying and fixing 12 way 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.I - doble Door 12way sp&n.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 2830.66 | 2830.66 | 1.0 | False | None | None | False | None | False | 2830.66 | 0 | 3660321 | 133563 | None | 6.4.1 (30 of 105) | Supplying of Ceiling Fan with Capacitor rating as per guideline of BEE 5 Star rating and IS: 37419 and also comply with IS: 17091984 with latest ammendement, Rated voltage 220 V 50 hZ, Rated power upto 35W+- 10%, Rated current as per IS: 37419, Rated power factor 0.9 lagging min, Rated speed 350+- 10% RPM, Rated air delivery 210+- 10% Cubic meter Minimum, Rated servive value 6.2 CMM W, Three blades of blade leaf 1.05 m thick Aluminium alloy sheet, Class B motor insulation, Bearing two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise shall not exceed 75 degree C over and ambient of 40Deg.C by resistance method at 245 V, Insulation resistance shall not be less than Two Mega Ohms 2M Ohms, Leakage current should not exceed 210 Micro Amo, Power input, W & Current, Air Delivery & Fan speed as per IS: 3742019 with lastest amendement, 2 Years manufacturing Warranty. BLDC fans. 48 " Sweep 5 Star 1200mm ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 3253.62 | 3253.62 | 10.0 | False | None | None | False | None | False | 32536.2 | 0 | 3660322 | 133563 | None | 11.3.3 (43 of 105) | LED Indood supplying of 1x4 feet LED PVC square batten 36 W with high quality diffuser with life of 25000 burning hours at 70% lumen maintenance with CRI 80 power input 220-240V@ 50Hz & Power Factor 0.9 along with CE approved drivers. 2 years Warrenty againest any manufacturing defect working under standard electrical conditionPWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 1542.34 | 1542.34 | 40.0 | False | None | None | False | None | False | 61693.6 | 0 | 3660323 | 133563 | None | 11..11.5 (47 of 105) | Supplying & fixing of retrofi ttype LED bulb...... W with OPALacry licdiffuser comprising of LED source with CCT 6500 degreeK, CRI70%. efficacy 80lumenper W, life25000 burning hoursand Compliance to IS10322IEC60598, LM79&LM80. The LED are driven by HF electronic driver integrated in the system, with PF0.95, power loss should5%of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM79. The operating input voltage should be between 130 to 275V. BIS Approved and Tested by NABLCPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 12 Watt , 6500 K ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 326.94 | 326.94 | 4.0 | False | None | None | False | None | False | 1307.76 | 0 | 3660324 | 133563 | None | 13.7.1 (56 of 105) | Fixing all types and all capacities of fluorescent false ceiling spot light CFL LED fittings indoor on the wall ceiling rafters girders using 230.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 148.27 | 148.27 | 50.0 | False | None | None | False | None | False | 7413.5 | 0 | 3660325 | 133563 | None | 13.10 (57 of 105) | Fixing a ceiling wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5 amps. 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.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 207.83 | 207.83 | 16.0 | False | None | None | False | None | False | 3325.28 | 0 | 3660326 | 133563 | None | 12.56 (54 of 105) | Supplying,fixing,wiring,earthelectrodeforgroundingconduits,I.C.cutoutsandotherequipment'sonthemeterboardusing40mmdia2.90mmthickGIpipe2.5mlongburiedinapit.Thepitshouldbefilledwithequalproportionofsaltandcharcoal150mm allround thepipeto complete depth.The connection from the pipe to the conduitetc.,is to be established through GI wire of size as per lSI specification 7.3.3.of IS 732 using 12 mm dia bolts,nuts,washer sand check nuts etc., the pipe shall have 16 through holes of 12 mm dia PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | No | 4266.05 | 4266.05 | 2.0 | False | None | None | False | None | False | 8532.1 | 0 | 3660327 | 133563 | None | 32.07 (13 of 81) | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 Part- 1 or IS-7098 Part-1, Armouring strip 25 Sqmm, 3.5 Core, 12 GI Strips - 4 x 0.8 mm PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Km | 169607.85 | 169607.85 | 0.1 | False | None | None | False | None | False | 16960.785 | 0 | 3660328 | 133563 | None | 21.05 (52 of 81) | Laying of cable in Existing TrenchGI pipeStone WareRCC Hume pipe using WoodenAluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Km | 25384.84 | 25384.84 | 0.1 | False | None | None | False | None | False | 2538.484 | 0 | 3660329 | 133563 | None | 5.37 (19 of 105) | Supplying, fixing and wiring heavy duty low voltage capacitors conforming to IS 2834. 3 phase, 400440 V grade, for power factor improvement of rotating machineries like induction motor.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Kvar | 583.39 | 583.39 | 5.0 | False | None | None | False | None | False | 2916.95 | 0 | 3660330 | 133563 | None | 5.38 (19 of 105) | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230440VAC. 50 Hz1224V D.C PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 625.93 | 625.93 | 3.0 | False | None | None | False | None | False | 1877.79 | 0 | 3660331 | 133563 | None | 5.40.1 (20 of 105) | Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolicFRPDMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.100 A 4 x 30 x 10 mm Aluminium Strips PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 2995.96 | 2995.96 | 1.0 | False | None | None | False | None | False | 2995.96 | 0 | 3660332 | 133563 | None | 5.41.2 (20 of 105) | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.50 x 50 x 6 mm PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Mtr | 480.08 | 480.08 | 10.0 | False | None | None | False | None | False | 4800.8 | 0 | 3660333 | 133563 | None | 5.42.1 (21 of 105) | Fabricating supplying and mounting MS box made out ....SWG suitable for floor wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.16 SWG PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Sqm | 0.6 | 0.6 | 50000.0 | False | None | None | False | None | False | 30000.0 | 0 | 3660334 | 133563 | None | 6.1 (30 of 105) | Supplying exhaust fan of 1440 RPM of 300 mm 12" size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Nos | 1813.37 | 1813.37 | 2.0 | False | None | None | False | None | False | 3626.74 | 0 | 3660335 | 133563 | None | 11.8.2 (46 of 105) | Supply of LED Streetlight luminare with pressure dia cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage Overload, short circuit miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 5060Hz application. Compliance to IS 10322IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ... ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Nos | 4890.76 | 4890.76 | 4.0 | False | None | None | False | None | False | 19563.04 | 0 | 3660336 | 133563 | None | 13.1.1 (56 of 105) | Supplying and Fixing of........mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket 1x402x40 W fluorescent tube street light fitting of all capacities to GI or GI or rail or RCC pole wall using suitable clA, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.PipePWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 1188.66 | 1188.66 | 6.0 | False | None | None | False | None | False | 7131.96 | 0 | 3660337 | 133563 | None | 13.14 (57 of 105) | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 A. ceiling rose with sufficient length of 230.0076 inch PVC insulated twin core wire..PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 597.97 | 597.97 | 2.0 | False | None | None | False | None | False | 1195.94 | 0 | 3660338 | 133563 | None | 5.12.2 (15 of 105) | Supplying of on load change over switches 4 poles, AC- 23A Duty, 415V, 50Hz, AC Supply. With all accessories. SM Enclosure Sheet Metal Execution100 APWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Nos | 10372.22 | 10372.22 | 1.0 | False | None | None | False | None | False | 10372.22 | 0 | 3660339 | 133563 | None | 5.15.9 (17 of 105) | Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing woodpanel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. Icu=100% lcs. In 4P MCCB, all Poles
should have protection for Short-CicrcuitOver Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open. Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.FOUR Pole.100A 25 kA PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 10315.09 | 10315.09 | 1.0 | False | None | None | False | None | False | 10315.09 | 0 | 3660340 | 133563 | None | 5.20.1 (18 of 105) | Supplying, fixing and wiring Residual current circuit breaker RCCB 240450V upto 300mA sensitivity on existing wood panel board.16A-25A 2 pole PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 5198.26 | 5198.26 | 1.0 | False | None | None | False | None | False | 5198.26 | 0 | 3660341 | 133563 | None | 5.21 (18 of 105) | Supplying,fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50Hz AC with latest micro controller based, digital read out of percentage leakage current, programmable delay auto manualre setfacility suitable to mount on DIN rail flush mounting on panel board.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Nos | 11248.52 | 11248.52 | 1.0 | False | None | None | False | None | False | 11248.52 | 0 | 3660342 | 133563 | None | 5.22 (18 of 105) | Supplying, fixing and wiring 0 to 600V 96x96mm AC Voltmeter on existing panelwood board. pole PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 549.36 | 549.36 | 1.0 | False | None | None | False | None | False | 549.36 | 0 | 3660343 | 133563 | None | 5.24 (18 of 105) | Supplying, fixing and wiring 0 to 30A Direct Reading AC analog type Ammeter PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 565.16 | 565.16 | 1.0 | False | None | None | False | None | False | 565.16 | 0 | 3660344 | 133563 | None | 5.26 (18 of 105) | Supplying, fixing and wiring 0 to 1500A CT operated AC analog type Ammeter without CT PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 583.39 | 583.39 | 1.0 | False | None | None | False | None | False | 583.39 | 0 | 3660345 | 133563 | None | 5.29 (19 of 105) | Supplying, fixing and wiring 3 Phase Digital Ammeter Voltmeter PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 1731.94 | 1731.94 | 1.0 | False | None | None | False | None | False | 1731.94 | 0 | 3660346 | 133563 | None | 5.31 (19 of 105) | Supplying and fixing Electronic Trivector Meter ETV suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired.PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Nos | 5335.6 | 5335.6 | 1.0 | False | None | None | False | None | False | 5335.6 | 0 | 3660347 | 133563 | None | 5.33 (19 of 105) | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy PWD Electrical SR-II 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Each | 11321.45 | 11321.45 | 1.0 | False | None | None | False | None | False | 11321.45 | 0 | 3660348 | 133563 | None | 11.1.7 127 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. contractor will make his own arrangements for procuring water for testing For:Heavy Duty GI Pipe etc. complete Light Duty GI pipe of 65mm dia Volume - 5 SR Water Supply and Sewerage Works ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Rmtr | 811.88 | 811.88 | 40.0 | False | None | None | False | None | False | 32475.2 | 0 | 3660349 | 133563 | None | 1.4.1 5 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. contractor will make his own arrangements for procuring water for testing For:Heavy Duty GI Pipe etc. complete Light Duty GI pipe of 40mm dia Volume - 5 SR Water Supply and Sewerage Works ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Rmtr | 500.74 | 500.74 | 20.0 | False | None | None | False | None | False | 10014.8 | 0 | 3660350 | 133563 | None | 1.4.1 5 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. PWD common SR Vol-I 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 294.12 | 294.12 | 45.0 | False | None | None | False | None | False | 13235.4 | 0 | 3660351 | 133563 | None | 1.10 7 | Refilling available earth around trenchespipelines, 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 common SR Vol-I 2023-24 ---- The work should be carried out as per the instructions of the Engineer-in-charge. | Cum | 194.46 | 194.46 | 45.0 | False | None | None | False | None | False | 8750.7 | 0 |
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