tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1707909160000 | 0 | None | None | Buildings | Ground Floor | 23919247.15 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2589471 | 80512 | None | P:8, I.No 1.12 PWD SR 2023-24 Volume 1 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth
not exceeding 300mm as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposing
off or levelling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 840.0 | False | None | None | False | None | False | 83790.0 | 0 | 2589472 | 80512 | None | P:8, I.No 1.15.1 PWD SR 2023-24 Volume 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 ordinary/soft rock without blasting upto 1.5 m depth | Cum | 381.15 | 381.15 | 771.96 | False | None | None | False | None | False | 294232.554 | 0 | 2589473 | 80512 | None | P:9, I.No 1.15.2 PWD SR 2023-24 Volume 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 Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 446.25 | 446.25 | 314.93 | False | None | None | False | None | False | 140537.5125 | 0 | 2589474 | 80512 | None | P:15, I.No 2.1.4 PWD SR 2023-24 Volume 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6527.85 | 6527.85 | 203.11 | False | None | None | False | None | False | 1325871.6135 | 0 | 2589475 | 80512 | None | P:15, I.No 2.2.1 PWD SR 2023-24 Volume 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6601.35 | 6601.35 | 248.83 | False | None | None | False | None | False | 1642613.9205 | 0 | 2589476 | 80512 | None | P:111, SI.No 1.a PWD SR 2023-24 Volume 1 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolatedadd add 8% | Cum | 528.11 | 528.11 | 248.83 | False | None | None | False | None | False | 131409.6113 | 0 | 2589477 | 80512 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7185.15 | 7185.15 | 49.51 | False | None | None | False | None | False | 355736.7765 | 0 | 2589478 | 80512 | None | Vol-I S R SL No. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 5029.61 | 5029.61 | 49.51 | False | None | None | False | None | False | 249015.9911 | 0 | 2589479 | 80512 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7185.15 | 7185.15 | 51.24 | False | None | None | False | None | False | 368167.086 | 0 | 2589480 | 80512 | None | Vol-I S R Sl No. 2 Page no. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50%
| Cum | 3592.57 | 3592.57 | 51.24 | False | None | None | False | None | False | 184083.2868 | 0 | 2589481 | 80512 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7185.15 | 7185.15 | 82.84 | False | None | None | False | None | False | 595217.826 | 0 | 2589482 | 80512 | None | Vol-I S R Sl no. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60%
| Cum | 4311.09 | 4311.09 | 82.84 | False | None | None | False | None | False | 357130.6956 | 0 | 2589483 | 80512 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7185.15 | 7185.15 | 159.57 | False | None | None | False | None | False | 1146534.3855 | 0 | 2589484 | 80512 | None | Vol-I S R Sl No. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50%
| Cum | 3592.57 | 3592.57 | 159.57 | False | None | None | False | None | False | 573266.3949 | 0 | 2589485 | 80512 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7185.15 | 7185.15 | 3.17 | False | None | None | False | None | False | 22776.9255 | 0 | 2589486 | 80512 | None | Vol-I S R Sl no. 19 page no. 112 | Addendum I Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections add 45%
| Cum | 3233.32 | 3233.32 | 3.17 | False | None | None | False | None | False | 10249.6244 | 0 | 2589487 | 80512 | None | P:18, I.No 2.11a .PWD Common SR 2023-24 Volume 1 | 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. Addendum III Criteria/Requirement for approval of Reinforcement Bars
| Tonne | 93929.85 | 93929.85 | 56.47 | False | None | None | False | None | False | 5304218.6295 | 0 | 2589488 | 80512 | None | P:9, I.No 5.3 PWD SR 2023-24 Volume 2 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
| Cum | 6515.25 | 6515.25 | 141.53 | False | None | None | False | None | False | 922103.3325 | 0 | 2589489 | 80512 | None | P:9, I.No 5.4 PWD SR 2023-24 Volume 2 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
| Cum | 6708.45 | 6708.45 | 49.0 | False | None | None | False | None | False | 328714.05 | 0 | 2589490 | 80512 | None | P:7, I.No 1.11 PWD SR 2023-24 Volume 1 | 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.
| Cum | 454.65 | 454.65 | 1296.55 | False | None | None | False | None | False | 589476.4575 | 0 | 2589491 | 80512 | None | P:14, I.No 6.8 PWD SR 2023-24 Volume 2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
| Cum | 8367.45 | 8367.45 | 231.21 | False | None | None | False | None | False | 1934638.1145 | 0 | 2589492 | 80512 | None | P:14, I.No 6.15 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 1084.65 | 1084.65 | 81.58 | False | None | None | False | None | False | 88485.747 | 0 | 2589493 | 80512 | None | P:100, I.No 12.13.1 PWD SR 2023-24 Volume 2 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
| Cum | 103755.75 | 103755.75 | 2.49 | False | None | None | False | None | False | 258351.8175 | 0 | 2589494 | 80512 | None | P:100, I.No 12.15 PWD SR 2023-24 Volume 2 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters
for doors with stiles and rails of 40mm. thick with bottom and lock rails
180mm wide top rail and stiles 100mm wide as per drawing and panels of
25mm thick including cost of materials, labour, usage charges complete
as per specifications. (excluding cost of fixtures) | Sqm | 7241.85 | 7241.85 | 55.44 | False | None | None | False | None | False | 401488.164 | 0 | 2589495 | 80512 | None | P:104, I.No 12.55.1 PWD SR 2023-24 Volume 2 | 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. -do- with both side prelam
| Sqm | 2484.3 | 2484.3 | 18.0 | False | None | None | False | None | False | 44717.4 | 0 | 2589496 | 80512 | None | P:104, I.No 12.51 PWD SR 2023-24 Volume 2 | 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.
| Nos | 1066.8 | 1066.8 | 23.0 | False | None | None | False | None | False | 24536.4 | 0 | 2589497 | 80512 | None | P:86, I.No 11.34B PWD SR 2023-24 Volume 2 | Providing and fixing M.S. grills of required pattern in frames of win- dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.
| Kg | 192.15 | 192.15 | 3739.55 | False | None | None | False | None | False | 718554.5325 | 0 | 2589498 | 80512 | None | P:110, I.No 12.90 PWD SR 2023-24 Volume 2 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
| Sqm | 7070.7 | 7070.7 | 89.55 | False | None | None | False | None | False | 633181.185 | 0 | 2589499 | 80512 | None | P:85, I.No 11.30.1 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 957.6 | 957.6 | 7.92 | False | None | None | False | None | False | 7584.192 | 0 | 2589500 | 80512 | None | P:85, I.No 11.28 PWD SR 2023-24 Vol 2 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
| Kgs | 593.25 | 593.25 | 441.75 | False | None | None | False | None | False | 262068.1875 | 0 | 2589501 | 80512 | None | P:43, I.No 8.10 PWD SR 2023-24 Volume 2 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 221.55 | 221.55 | 1056.26 | False | None | None | False | None | False | 234014.403 | 0 | 2589502 | 80512 | None | P:41, I.No 8.1.2 PWD SR 2023-24 Volume 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. | Sqm | 253.05 | 253.05 | 1989.17 | False | None | None | False | None | False | 503359.4685 | 0 | 2589503 | 80512 | None | P:41, I.No 8.2.1 PWD SR 2023-24 Volume 2 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 309.75 | 309.75 | 846.76 | False | None | None | False | None | False | 262283.91 | 0 | 2589504 | 80512 | None | P:44, I.No 8.19.2 PWD SR 2023-24 Volume 2 | Providing Raised and cut pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.
| Sqm | 486.15 | 486.15 | 98.78 | False | None | None | False | None | False | 48021.897 | 0 | 2589505 | 80512 | None | P:50, I.No 8.51 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 105.0 | 105.0 | 3045.43 | False | None | None | False | None | False | 319770.15 | 0 | 2589506 | 80512 | None | P:45, I.No 8.27 PWD SR 2023-24 Volume 2 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 55.65 | 55.65 | 3045.43 | False | None | None | False | None | False | 169478.1795 | 0 | 2589507 | 80512 | None | P:48, I.No 8.39 PWD SR 2023-24 Volume 2 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 133.35 | 133.35 | 3045.43 | False | None | None | False | None | False | 406108.0905 | 0 | 2589508 | 80512 | None | P:46, I.No 8.30 PWD SR 2023-24 Volume 2 | Finishing walls with Acrylic Smooth exterior paint of required shade
:New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 182.7 | 182.7 | 945.56 | False | None | None | False | None | False | 172753.812 | 0 | 2589509 | 80512 | None | P:46, I.No 8.33.2 PWD SR 2023-24 Volume 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.
| Sqm | 144.9 | 144.9 | 145.73 | False | None | None | False | None | False | 21116.277 | 0 | 2589510 | 80512 | None | P:47, I.No 8.33.3 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 145.95 | 145.95 | 356.15 | False | None | None | False | None | False | 51980.0925 | 0 | 2589511 | 80512 | None | P:60, I.No 9.12.5 PWD SR 2023-24 Volume 2 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x1200 mm
| Sqm | 1379.7 | 1379.7 | 601.97 | False | None | None | False | None | False | 830538.009 | 0 | 2589512 | 80512 | None | P:63, I.No 9.24 PWD SR 2023-24 Volume 2 | 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."
| Sqm | 2994.6 | 2994.6 | 452.87 | False | None | None | False | None | False | 1356164.502 | 0 | 2589513 | 80512 | None | P:60, I.No 9.11 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 933.45 | 933.45 | 66.22 | False | None | None | False | None | False | 61813.059 | 0 | 2589514 | 80512 | None | P:65, I.No 9.39 PWD SR 2023-24 Volume 2 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.
| Sqm | 1521.45 | 1521.45 | 243.5 | False | None | None | False | None | False | 370473.075 | 0 | 2589515 | 80512 | None | P:77, I.No 11.3 PWD SR 2023-24 Volume 2 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge
| Sqm | 8689.8 | 8689.8 | 12.96 | False | None | None | False | None | False | 112619.808 | 0 |
| 1707909160000 | 0 | None | None | Buildings | First Floor | 15215715.92 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2589516 | 80513 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7257.0 | 7257.0 | 30.47 | False | None | None | False | None | False | 221120.79 | 0 | 2589517 | 80513 | None | P:111, SI.No 9 PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70%
| Cum | 5079.9 | 5079.9 | 30.47 | False | None | None | False | None | False | 154784.553 | 0 | 2589518 | 80513 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7257.0 | 7257.0 | 80.64 | False | None | None | False | None | False | 585204.48 | 0 | 2589519 | 80513 | None | Vol-I S R Sl No. 14 Page no. 112 | Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60%
| Cum | 4354.2 | 4354.2 | 80.64 | False | None | None | False | None | False | 351122.688 | 0 | 2589520 | 80513 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7257.0 | 7257.0 | 154.77 | False | None | None | False | None | False | 1123165.89 | 0 | 2589521 | 80513 | None | P:112, SI.No 15 PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50 Percent
| Cum | 3628.5 | 3628.5 | 154.77 | False | None | None | False | None | False | 561582.945 | 0 | 2589522 | 80513 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7257.0 | 7257.0 | 16.85 | False | None | None | False | None | False | 122280.45 | 0 | 2589523 | 80513 | None | Vol-I S R Sl No. 19 Page No. 112 | Addendum I Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections add 45% | Cum | 3265.65 | 3265.65 | 16.85 | False | None | None | False | None | False | 55026.2025 | 0 | 2589524 | 80513 | None | P:18, I.No 2.11a .PWD Common SR 2023-24 Volume 1 | 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. (Addendum III Criteria/Requirement for approval of Reinforcement Bars)
| Tonne | 94869.15 | 94869.15 | 32.3 | False | None | None | False | None | False | 3064273.545 | 0 | 2589525 | 80513 | None | P:14, I.No 6.8 PWD SR 2023-24 Volume 2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
| Cum | 8451.12 | 8451.12 | 228.88 | False | None | None | False | None | False | 1934292.3456 | 0 | 2589526 | 80513 | None | P:14, I.No 6.15 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 1095.5 | 1095.5 | 78.7 | False | None | None | False | None | False | 86215.85 | 0 | 2589527 | 80513 | None | P:100, I.No 12.13.1 PWD SR 2023-24 Volume 2 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
| Sqm | 104793.3 | 104793.3 | 2.49 | False | None | None | False | None | False | 260935.317 | 0 | 2589528 | 80513 | None | P:100, I.No 12.15 PWD SR 2023-24 Volume 2 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters
for doors with stiles and rails of 40mm. thick with bottom and lock rails
180mm wide top rail and stiles 100mm wide as per drawing and panels of
25mm thick including cost of materials, labour, usage charges complete
as per specifications. (excluding cost of fixtures)
| Sqm | 7314.27 | 7314.27 | 63.36 | False | None | None | False | None | False | 463432.1472 | 0 | 2589529 | 80513 | None | P:104, I.No 12.55.1 PWD SR 2021-22 Volume 2 | 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. -do- with both side prelam
| Sqm | 2509.14 | 2509.14 | 18.0 | False | None | None | False | None | False | 45164.52 | 0 | 2589530 | 80513 | None | P:104, I.No 12.51 PWD SR 2023-24 Volume 2 | 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.
| Nos | 1077.47 | 1077.47 | 23.0 | False | None | None | False | None | False | 24781.81 | 0 | 2589531 | 80513 | None | P:86, I.No 11.34B PWD SR 2023-24 Volume 2 | 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.
| Kgs | 194.07 | 194.07 | 3739.55 | False | None | None | False | None | False | 725734.4685 | 0 | 2589532 | 80513 | None | P:112, I.No 12.90 PWD SR 2021-22 Volume 1 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
| Sqm | 7141.41 | 7141.41 | 89.55 | False | None | None | False | None | False | 639513.2655 | 0 | 2589533 | 80513 | None | P:85, I.No 11.30.1 PWD SR 2021-22 Volume 2 | 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.
| Sqm | 967.18 | 967.18 | 63.36 | False | None | None | False | None | False | 61280.5248 | 0 | 2589534 | 80513 | None | P:85, I.No 11.28 PWD SR 2023-24 Vol 2 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
| Kgs | 599.18 | 599.18 | 275.1 | False | None | None | False | None | False | 164834.418 | 0 | 2589535 | 80513 | None | P:43, I.No 8.10 PWD SR 2023-24 Volume 2 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 223.76 | 223.76 | 1027.14 | False | None | None | False | None | False | 229832.8464 | 0 | 2589536 | 80513 | None | P:41, I.No 8.1.2 PWD SR 2023-24 Volume 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. | Sqm | 255.58 | 255.58 | 1994.85 | False | None | None | False | None | False | 509843.763 | 0 | 2589537 | 80513 | None | P:41, I.No 8.2.1 PWD SR 2023-24 Volume 2 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 312.85 | 312.85 | 758.74 | False | None | None | False | None | False | 237371.809 | 0 | 2589538 | 80513 | None | P:50, I.No 8.51 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 106.05 | 106.05 | 3021.97 | False | None | None | False | None | False | 320479.9185 | 0 | 2589539 | 80513 | None | P:45, I.No 8.27 PWD SR 2023-24 Volume 2 | Applying one coat of water thinnable cement primer of approved brand
and manufacture on wall surface :Water thinnable cement primer to give
an even shade after thoroughly brooming the surface to remove all dirt,
dust, mortar drops and foreign matter including preparing the surface
even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 56.21 | 56.21 | 3021.97 | False | None | None | False | None | False | 169864.9337 | 0 | 2589540 | 80513 | None | P:48, I.No 8.39 PWD SR 2023-24 Volume 2 | Wall painting with acrylic emulsion paint of approved brand and
manufacture to give an even shade :Two coats on new work after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge | Sqm | 134.68 | 134.68 | 3021.97 | False | None | None | False | None | False | 406998.9196 | 0 | 2589541 | 80513 | None | P:46, I.No 8.30 PWD SR 2023-24 Volume 2 | Finishing walls with Acrylic Smooth exterior paint of required shade
:New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge."
| Sqm | 184.52 | 184.52 | 758.76 | False | None | None | False | None | False | 140006.3952 | 0 | 2589542 | 80513 | None | P:46, I.No 8.33.2 PWD SR 2023-24 Volume 2 | Painting wood work with Deluxe Multi Surface Paint of required shade.
Two coat applied @ 0.90L/10 m² over an under coat of primer applied
@0.75 L/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.
| Sqm | 146.35 | 146.35 | 145.73 | False | None | None | False | None | False | 21327.5855 | 0 | 2589543 | 80513 | None | P:47, I.No 8.33.3 PWD SR 2023-24 Volume 2 | Painting Steel work with Deluxe Multi Surface Paint to give an even
shade. Two coat applied @ 0.90L/10 m² over an under coat of primer
applied @ 0.80 L/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 | Sqm | 147.41 | 147.41 | 267.62 | False | None | None | False | None | False | 39449.8642 | 0 | 2589544 | 80513 | None | P:60, I.No 9.12.5 PWD SR 2023-24 Volume 2 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x1200 mm
| Sqm | 1393.5 | 1393.5 | 601.97 | False | None | None | False | None | False | 838845.195 | 0 | 2589545 | 80513 | None | P:63, I.No 9.24 PWD SR 2023-24 Volume 2 | Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge. Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. | Sqm | 3024.54 | 3024.54 | 384.51 | False | None | None | False | None | False | 1162965.8754 | 0 | 2589546 | 80513 | None | P:60, I.No 9.11 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 942.78 | 942.78 | 66.22 | False | None | None | False | None | False | 62430.8916 | 0 | 2589547 | 80513 | None | P:65, I.No 9.39 PWD SR 2023-24 Volume 2 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.
| Sqm | 1536.66 | 1536.66 | 243.5 | False | None | None | False | None | False | 374176.71 | 0 | 2589548 | 80513 | None | P:149, I.No 15.1 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 866.43 | 866.43 | 66.22 | False | None | None | False | None | False | 57374.9946 | 0 |
| 1707909160000 | 0 | None | None | Buildings | Second Floor | 9846414.65 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2589549 | 80514 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7328.85 | 7328.85 | 23.8 | False | None | None | False | None | False | 174426.63 | 0 | 2589550 | 80514 | None | P:111, SI.No 9 PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70%
| Cum | 5130.19 | 5130.19 | 23.8 | False | None | None | False | None | False | 122098.522 | 0 | 2589551 | 80514 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7328.85 | 7328.85 | 49.81 | False | None | None | False | None | False | 365050.0185 | 0 | 2589552 | 80514 | None | P:112, SI.No 14 PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60%
| Cum | 4397.31 | 4397.31 | 49.81 | False | None | None | False | None | False | 219030.0111 | 0 | 2589553 | 80514 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7328.85 | 7328.85 | 82.14 | False | None | None | False | None | False | 601991.739 | 0 | 2589554 | 80514 | None | P:112, SI.No 15 PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3664.42 | 3664.42 | 82.14 | False | None | None | False | None | False | 300995.4588 | 0 | 2589555 | 80514 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7328.85 | 7328.85 | 1.99 | False | None | None | False | None | False | 14584.4115 | 0 | 2589556 | 80514 | None | P:112, SI.No 19 PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections add 45%
| Cum | 3297.98 | 3297.98 | 1.99 | False | None | None | False | None | False | 6562.9802 | 0 | 2589557 | 80514 | None | P:18, I.No 2.11a .PWD Common SR 2023-24 Volume 1 | 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. (Addendum III Criteria/Requirement for approval of Reinforcement Bars)
| Tonne | 95808.45 | 95808.45 | 18.7 | False | None | None | False | None | False | 1791618.015 | 0 | 2589558 | 80514 | None | P:14, I.No 6.8 PWD SR 2023-24 Volume 2 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.
| Cum | 8534.8 | 8534.8 | 154.35 | False | None | None | False | None | False | 1317346.38 | 0 | 2589559 | 80514 | None | P:14, I.No 6.15 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 1106.34 | 1106.34 | 37.48 | False | None | None | False | None | False | 41465.6232 | 0 | 2589560 | 80514 | None | P:100, I.No 12.13.1 PWD SR 2023-24 Volume 2 | Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.
| Sqm | 105830.86 | 105830.86 | 1.52 | False | None | None | False | None | False | 160862.9072 | 0 | 2589561 | 80514 | None | P:100, I.No 12.15 PWD SR 2023-24 Volume 2 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters
for doors with stiles and rails of 40mm. thick with bottom and lock rails
180mm wide top rail and stiles 100mm wide as per drawing and panels of
25mm thick including cost of materials, labour, usage charges complete
as per specifications. (excluding cost of fixtures) | Sqm | 7386.69 | 7386.69 | 38.88 | False | None | None | False | None | False | 287194.5072 | 0 | 2589562 | 80514 | None | P:104, I.No 12.55.1 PWD SR 2021-22 Volume 2 | 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. -do- with both side prelam
| Sqm | 2533.99 | 2533.99 | 7.2 | False | None | None | False | None | False | 18244.728 | 0 | 2589563 | 80514 | None | P:104, I.No 12.51 PWD SR 2023-24 Volume 2 | 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.
| Nos | 1088.14 | 1088.14 | 14.0 | False | None | None | False | None | False | 15233.96 | 0 | 2589564 | 80514 | None | P:86, I.No 11.34B PWD SR 2023-24 Volume 2 | 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.
| Kgs | 195.99 | 195.99 | 3021.87 | False | None | None | False | None | False | 592256.3013 | 0 | 2589565 | 80514 | None | P:112, I.No 12.90 PWD SR 2023-24 Volume 2 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)
| Sqm | 7212.11 | 7212.11 | 55.35 | False | None | None | False | None | False | 399190.2885 | 0 | 2589566 | 80514 | None | P:85, I.No 11.30.1 PWD SR 2021-22 Volume 2 | 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.
| Sqm | 976.75 | 976.75 | 38.88 | False | None | None | False | None | False | 37976.04 | 0 | 2589567 | 80514 | None | P:85, I.No 11.28 PWD SR 2023-24 Vol 2 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
| Kgs | 605.12 | 605.12 | 176.4 | False | None | None | False | None | False | 106743.168 | 0 | 2589568 | 80514 | None | P:43, I.No 8.10 PWD SR 2023-24 Volume 2 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge
| Sqm | 225.98 | 225.98 | 650.31 | False | None | None | False | None | False | 146957.0538 | 0 | 2589569 | 80514 | None | P:41, I.No 8.1.2 PWD SR 2023-24 Volume 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
| Sqm | 258.11 | 258.11 | 1442.14 | False | None | None | False | None | False | 372230.7554 | 0 | 2589570 | 80514 | None | P:41, I.No 8.2.1 PWD SR 2023-24 Volume 2 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge | Sqm | 315.94 | 315.94 | 517.8 | False | None | None | False | None | False | 163593.732 | 0 | 2589571 | 80514 | None | P:50, I.No 8.51 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 107.1 | 107.1 | 2092.45 | False | None | None | False | None | False | 224101.395 | 0 | 2589572 | 80514 | None | P:45, I.No 8.27 PWD SR 2023-24 Volume 2 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 56.76 | 56.76 | 2092.45 | False | None | None | False | None | False | 118767.462 | 0 | 2589573 | 80514 | None | P:48, I.No 8.39 PWD SR 2023-24 Volume 2 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 136.02 | 136.02 | 2092.45 | False | None | None | False | None | False | 284615.049 | 0 | 2589574 | 80514 | None | P:48, I.No 8.30 PWD SR 2023-24 Volume 2 | Finishing walls with Acrylic Smooth exterior paint of required shade
:New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge."
| Sqm | 186.35 | 186.35 | 517.82 | False | None | None | False | None | False | 96495.757 | 0 | 2589575 | 80514 | None | P:46, I.No 8.33.2 PWD SR 2023-24 Volume 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.
| Sqm | 147.8 | 147.8 | 89.43 | False | None | None | False | None | False | 13217.754 | 0 | 2589576 | 80514 | None | P:47, I.No 8.33.3 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 148.87 | 148.87 | 199.22 | False | None | None | False | None | False | 29657.8814 | 0 | 2589577 | 80514 | None | P:60, I.No 9.12.5 PWD SR 2023-24 Volume 2 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x1200 mm
| Sqm | 1407.29 | 1407.29 | 401.87 | False | None | None | False | None | False | 565547.6323 | 0 | 2589578 | 80514 | None | P:63, I.No 9.24 PWD SR 2023-24 Volume 2 | Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge. Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. | Sqm | 3054.49 | 3054.49 | 351.84 | False | None | None | False | None | False | 1074691.7616 | 0 | 2589579 | 80514 | None | P:60, I.No 9.11 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 952.12 | 952.12 | 18.33 | False | None | None | False | None | False | 17452.3596 | 0 | 2589580 | 80514 | None | P:65, I.No 9.39 PWD SR 2023-24 Volume 2 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications.
| Sqm | 1551.88 | 1551.88 | 96.77 | False | None | None | False | None | False | 150175.4276 | 0 | 2589581 | 80514 | None | P:149, I.No 15.1 PWD SR 2023-24 Volume 2 | 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.
| Sqm | 875.01 | 875.01 | 18.33 | False | None | None | False | None | False | 16038.9333 | 0 |
| 1707909160000 | 0 | None | None | Buildings | Water supply and Sanitation | 1151470.74 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2589582 | 80515 | None | P:130, I.No 14.2.1 PWD SR 2023-24 Volume 2 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 fix- tures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
| Each | 5079.9 | 5079.9 | 12.0 | False | None | None | False | None | False | 60958.8 | 0 | 2589583 | 80515 | None | P:131, I.No 14.1.1 PWD SR 2023-24 Volume 2 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
| Each | 5128.2 | 5128.2 | 18.0 | False | None | None | False | None | False | 92307.6 | 0 | 2589584 | 80515 | None | P:132, I.No 14.7.3 PWD SR 2023-24 Volume 2 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.
| Each | 3009.3 | 3009.3 | 18.0 | False | None | None | False | None | False | 54167.4 | 0 | 2589585 | 80515 | None | P:133, I.No 14.8 PWD SR 2023-24 Volume 2 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
| Each | 1494.15 | 1494.15 | 18.0 | False | None | None | False | None | False | 26894.7 | 0 | 2589586 | 80515 | None | P:118, I.No 13.8.2.2 PWD SR 2023-24 Volume 2 | Providing and fixing unplasticised PVC connection pipe with brass unions : 45 cm length 20 mm nominal bore
| Each | 115.5 | 115.5 | 63.0 | False | None | None | False | None | False | 7276.5 | 0 | 2589587 | 80515 | None | P:137, I.No 14.37.1 PWD SR 2023-24 Volume 2 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
| Each | 321.3 | 321.3 | 42.0 | False | None | None | False | None | False | 13494.6 | 0 | 2589588 | 80515 | None | P:117, I.No 13.2.2 PWD SR 2023-24 Volume 2 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore
| Each | 320.25 | 320.25 | 63.0 | False | None | None | False | None | False | 20175.75 | 0 | 2589589 | 80515 | None | P:117, I.No 13.3.2 PWD SR 2023-24 Volume 2 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore
| Each | 320.25 | 320.25 | 30.0 | False | None | None | False | None | False | 9607.5 | 0 | 2589590 | 80515 | None | P:120, I.No 13.20.2 PWD SR 2023-24 Volume 2 | Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
| Each | 329.7 | 329.7 | 18.0 | False | None | None | False | None | False | 5934.6 | 0 | 2589591 | 80515 | None | P:117, I.No 13.5.2 PWD SR 2023-24 Volume 2 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
| Each | 329.7 | 329.7 | 12.0 | False | None | None | False | None | False | 3956.4 | 0 | 2589592 | 80515 | None | P:117, I.No 13.5.3 PWD SR 2023-24 Volume 2 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
| Each | 348.6 | 348.6 | 12.0 | False | None | None | False | None | False | 4183.2 | 0 | 2589593 | 80515 | None | P:117, I.No 13.4.2 PWD SR 2023-24 Volume 2 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore
| Each | 627.9 | 627.9 | 12.0 | False | None | None | False | None | False | 7534.8 | 0 | 2589594 | 80515 | None | P:117, I.No 13.6.1.1 PWD SR 2023-24 Volume 2 | Providing and fixing gun metal non- return valve of approved quality
(screwed end) : 25 mm nominal bore Horizontal
| Each | 651.0 | 651.0 | 1.0 | False | None | None | False | None | False | 651.0 | 0 | 2589595 | 80515 | None | P:118, I.No 13.6.2.1 PWD SR 2023-24 Volume 2 | Providing and fixing gun metal non- return valve of approved quality
(screwed end) : 32 mm nominal bore Horizontal
| Each | 849.45 | 849.45 | 1.0 | False | None | None | False | None | False | 849.45 | 0 | 2589596 | 80515 | None | P: 123, I.No 13.34 PWD SR 2023-24 Volume 2 | 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.
| Ltr | 9.45 | 9.45 | 10000.0 | False | None | None | False | None | False | 94500.0 | 0 | 2589597 | 80515 | None | P: 122, I.No 13.32.3 PWD SR 2023-24 Volume 2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.25 mm nominal dia pipes
| m | 500.85 | 500.85 | 390.0 | False | None | None | False | None | False | 195331.5 | 0 | 2589598 | 80515 | None | P: 122, I.No 13.33.4 PWD SR 2023-24 Volume 2 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, 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 & the cost of cutting chases & making good the same including testing of joints complete. (External Work) - 32mm nominal OD pipes
| m | 390.6 | 390.6 | 60.0 | False | None | None | False | None | False | 23436.0 | 0 | 2589599 | 80515 | None | P:113, I.No 10.1.8 PWD SR 2023-24 Volume V | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 140mm dia., 6 kg/sqcm & class 3"
| m | 613.2 | 613.2 | 120.0 | False | None | None | False | None | False | 73584.0 | 0 | 2589600 | 80515 | None | P:113, I.No 10.1.7 PWD SR 2023-24 Volume V | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3"
| m | 431.55 | 431.55 | 195.0 | False | None | None | False | None | False | 84152.25 | 0 | 2589601 | 80515 | None | P:113, I.No 10.1.5 PWD SR 2023-24 Volume V | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 75mm dia., 6 kg/sqcm & class 3"
| m | 231.0 | 231.0 | 241.0 | False | None | None | False | None | False | 55671.0 | 0 | 2589602 | 80515 | None | P:8, I.No 1.14.1 PWD SR 2023-24 Volume 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
| Cum | 107.1 | 107.1 | 86.4 | False | None | None | False | None | False | 9253.44 | 0 | 2589603 | 80515 | None | P:7, I.No 1.10 PWD SR 2023-24 Volume 1 | 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
| Each | 168.0 | 168.0 | 73.8 | False | None | None | False | None | False | 12398.4 | 0 | 2589604 | 80515 | None | P:191, I.No 16.10 PWD SR 2023-24 Volume V | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.
| Each | 4447.8 | 4447.8 | 15.0 | False | None | None | False | None | False | 66717.0 | 0 | 2589605 | 80515 | None | P:191, I.No 16.8 PWD SR 2023-24 Volume V | Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover
| Each | 5030.55 | 5030.55 | 5.0 | False | None | None | False | None | False | 25152.75 | 0 | 2589606 | 80515 | None | P:176, I.No 17.10.1 PWD SR 2023-24Volume 2 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp
| Kg | 1865.85 | 1865.85 | 36.0 | False | None | None | False | None | False | 67170.6 | 0 | 2589607 | 80515 | None | P:132, I.No 14.5.1 PWD SR 2023-24Volume 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 and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
| Each | 9074.1 | 9074.1 | 15.0 | False | None | None | False | None | False | 136111.5 | 0 |
| 1707909160000 | 0 | None | None | Buildings | Borewell with Submersible Pump | 227560.2 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2589608 | 80516 | None | Vol-V I No. 12.4 Page No. 140 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a)Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | 2589609 | 80516 | None | Vol-5 I No. 12.1.1 Page No. 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 0 to 50m | m | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | 2589610 | 80516 | None | Vol-5 I No. 12.1.2 Page No. 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of 50 to 100m | m | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | 2589611 | 80516 | None | Vol-5 I No. 12.1.3 Page No. 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of100 to 150m | m | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | 2589612 | 80516 | None | Vol-5 I No. 12.1.4 Page No. 139 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) Borewell depth of150 to 200m | m | 600.6 | 600.6 | 50.0 | False | None | None | False | None | False | 30030.0 | 0 | 2589613 | 80516 | None | 2023-24 S R Vol-5 I No. 12.32 Page No. 143 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. | m | 2029.65 | 2029.65 | 6.0 | False | None | None | False | None | False | 12177.9 | 0 | 2589614 | 80516 | None | 2023-24 Sr I No. 12.33 Page No. 143 Vol-5 | Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments | Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | 2589615 | 80516 | None | 2023-24 S r I No. 12.34 Vol-5 Page No. 143 | Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | 2589616 | 80516 | None | 2023-24 S R Vol-5 I No. 12.9 page No. 140 | Yield testing of borewells at final depth with a minimum of 10 hours continuously with the help of pump testing unit including the cost of transportation charges, crew charges and cost of consumables. | Each | 17121.3 | 17121.3 | 1.0 | False | None | None | False | None | False | 17121.3 | 0 | 2589617 | 80516 | None | 2023-24 S R I No. 13.7.7 Vol-5 Page No, 150 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments 1.50 HP/1.1KW 20 STG | Each | 19128.9 | 19128.9 | 1.0 | False | None | None | False | None | False | 19128.9 | 0 | 2589618 | 80516 | None | 2023-24 S R Vol-5 I No. 9.1.1 Page No. 95 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : 63mm dia | m | 198.45 | 198.45 | 200.0 | False | None | None | False | None | False | 39690.0 | 0 | 2589619 | 80516 | None | 2023-24 S R Vol-V I No. 13.22.2 Page No. 154 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments 1x3x2.5 m2 | m | 89.25 | 89.25 | 200.0 | False | None | None | False | None | False | 17850.0 | 0 | 2589620 | 80516 | None | 2023-24 S R Vol-V I No 13.23.2 Page No. 155 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter 3 to 6 HP pumps | Each | 10027.5 | 10027.5 | 1.0 | False | None | None | False | None | False | 10027.5 | 0 | 2589621 | 80516 | None | 2023-24 S R Vol-V I No. 13.30 Page No. 155 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark | Set | 4725.0 | 4725.0 | 1.0 | False | None | None | False | None | False | 4725.0 | 0 | 2589622 | 80516 | None | 2023-24 S R Vol-V I No. 13.2.13 Page No. 148 | The Non Return Valve (NRV) assembly complete with rubber ring 1x3x2.5 m2 | Each | 682.5 | 682.5 | 1.0 | False | None | None | False | None | False | 682.5 | 0 | 2589623 | 80516 | None | 2023-24 S R Vol-V I No. 13.25 Page No. 155 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 |
| 1707909160000 | 0 | None | None | Buildings | SEPTIC TANK | 784544.69 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2589624 | 80517 | None | P:8, I.No 1.14.1 PWD SR 2023-24 Volume 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
| Cum | 107.1 | 107.1 | 113.4 | False | None | None | False | None | False | 12145.14 | 0 | 2589625 | 80517 | None | P:15, I.No 2.1.4 PWD SR 2023-24 Volume 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6527.85 | 6527.85 | 4.2 | False | None | None | False | None | False | 27416.97 | 0 | 2589626 | 80517 | None | P:15, I.No 2.2.1 PWD SR 2023-24 Volume 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 6601.35 | 6601.35 | 13.5 | False | None | None | False | None | False | 89118.225 | 0 | 2589627 | 80517 | None | P:111, SI.No 1a. PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for Footing 8%
| Cum | 528.11 | 528.11 | 13.5 | False | None | None | False | None | False | 7129.485 | 0 | 2589628 | 80517 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7185.15 | 7185.15 | 18.06 | False | None | None | False | None | False | 129763.809 | 0 | 2589629 | 80517 | None | P:112, SI.No 11 PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for Retaining wall add 10%
| Cum | 718.52 | 718.52 | 18.06 | False | None | None | False | None | False | 12976.4712 | 0 | 2589630 | 80517 | None | P:16, I.No 2.5.2 PWD SR 2023-24 Volume 1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7185.15 | 7185.15 | 8.37 | False | None | None | False | None | False | 60139.7055 | 0 | 2589631 | 80517 | None | P:112, SI.No 15 PWD SR 2023-24 Volume 1 | Addendum I Additionalities for Formwork, Centering & Scaffolding for Roof Slab add 50%
| Cum | 3592.58 | 3592.58 | 8.37 | False | None | None | False | None | False | 30069.8946 | 0 | 2589632 | 80517 | None | P:18, I.No 2.11a .PWD Common SR 2023-24 Volume 1 | 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. (Addendum III Criteria/Requirement for approval of Reinforcement Bars) " | Tonne | 93929.85 | 93929.85 | 3.46 | False | None | None | False | None | False | 324997.281 | 0 | 2589633 | 80517 | None | P:41, I.No 8.2.1 PWD SR 2023-24 Volume 2 | Providing 15 mm cement plaster on the rough side of single or half brick
wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge | Sqm | 309.75 | 309.75 | 293.1 | False | None | None | False | None | False | 90787.725 | 0 |
| 1707909160000 | 0 | None | None | Buildings | RO Plant | 1097874.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2589634 | 80518 | None | Vol-5 I No. 21.1.5 Page No. 247 | Water purification plants: Providing, Installation and Commissioning of
automatic Water purification plant (RO+UF) with all accessories piping,
product water tank on single phase power supply as per the enclosed
detailed Technical Specifications including cost of material, loading
and unloading and as directed by the Engineer in charge. (Ref- detailed
specification enclosed seperatly). Note:- 1.The above rates mentioned
are only for the preparation of estimate purpose. 2. All items are to be of
BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for
procurement. 4. No direct payment should be made under any situation
or condition or on any account. 5. After commissioning of plant necessary
testing to be done for the satisfactory of Engineer Incharge. Note : Refer
the ANNEXURE : F for Detailed Specification of Each components For 150 LPH : Cabin Type | Each / BW | 138600.0 | 138600.0 | 1.0 | False | None | None | False | None | False | 138600.0 | 0 | 2589635 | 80518 | None | Vol-6 I No. 5.32 Page No. 19 of 105 | Supplying and fixing digital frequency meter with latest micro
controller technology, ultra bright 4 digit LED display, from 30-500V
AC and optional or relay output for high/low frequency and wiring
complete | Each | 975.0 | 975.0 | 2.0 | False | None | None | False | None | False | 1950.0 | 0 | 2589636 | 80518 | None | Vol-6 I No. 9.2.1 Page No. 37 of 105 | Supplying, erecting, testing & commissioning of OFF- LINE UPS
system suitable for operation on 230V, 50Hz, A/C supply, with all
accessories complete and Excluding batteries and wiring complete. | Each | 15087.0 | 15087.0 | 2.0 | False | None | None | False | None | False | 30174.0 | 0 | 2589637 | 80518 | None | Vol-5 I No. 20.8.1 Page No. 240 | Automatic Online Hydraulically Operated Self Cleaning Multi grade
Pressure Filter for the flow rate of . LPH (. M.L.D)
with 16 hour pumping NOTE : For Detailed Specification of Automatic
hydraulic self cleaning screen filter(400 Microns), FILTRATION & Filter
Media For Pressure Filter, Anthracite, Carbon . Detailed Specification
and Rates fot Separate components ( i.e., Online Sensore, Filtration &
Filder media) of 10000 LPH to 225000 LPH Refer Annexure-C For 10000 & 15000 LPH (0.16 &0.24 M.L.D) | Set | 927150.0 | 927150.0 | 1.0 | False | None | None | False | None | False | 927150.0 | 0 |
| 1707909160000 | 0 | None | None | Buildings | Electrical Work | 3831897.45 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2589638 | 80519 | None | 1.2.1 | Supplying heavy gauge PVC conduit pipe ……mm dia .mm thick confirming to IS 2509 with suitable size bends,metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2mm thick
| Mtr | 66.0 | 66.0 | 1500.0 | False | None | None | False | None | False | 99000.0 | 0 | 2589639 | 80519 | None | 1.2.2 | 25mm dia 2mm thick
| Mtr | 78.0 | 78.0 | 1500.0 | False | None | None | False | None | False | 117000.0 | 0 | 2589640 | 80519 | None | 1.4.1 | Supplying and fixing sheet metal box made out of 18 SWG sheet metal with necessary holes for cable/conduit entry as required with one coat of primer of approved make etc. 75x75x65mm
| Each | 106.0 | 106.0 | 132.0 | False | None | None | False | None | False | 13992.0 | 0 | 2589641 | 80519 | None | 1.4.2 | 100x75x65mm
| Each | 118.0 | 118.0 | 192.0 | False | None | None | False | None | False | 22656.0 | 0 | 2589642 | 80519 | None | 1.4.4 | 180X90X65mm
| Each | 161.0 | 161.0 | 240.0 | False | None | None | False | None | False | 38640.0 | 0 | 2589643 | 80519 | None | 1.4.5 | 200x90x65mm
| Each | 179.0 | 179.0 | 80.0 | False | None | None | False | None | False | 14320.0 | 0 | 2589644 | 80519 | None | 1.4.7 | 200x200x65mm
| Each | 348.0 | 348.0 | 60.0 | False | None | None | False | None | False | 20880.0 | 0 | 2589645 | 80519 | None | 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box
19/20mm Deep Junction Box
| Each | 49.0 | 49.0 | 400.0 | False | None | None | False | None | False | 19600.0 | 0 | 2589646 | 80519 | None | 1.5.2 | 25mm Deep Junction Box
| Each | 56.0 | 56.0 | 400.0 | False | None | None | False | None | False | 22400.0 | 0 | 2589647 | 80519 | None | 1.7.1 | Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, finishing upto wall surface complete. upto 50mm Conduit in Brick Walls
| Mtr | 29.0 | 29.0 | 1500.0 | False | None | None | False | None | False | 43500.0 | 0 | 2589648 | 80519 | None | 1.13 | Supplying And Fixing Metal Fan Box with Round Hook.
| No | 117.0 | 117.0 | 120.0 | False | None | None | False | None | False | 14040.0 | 0 | 2589649 | 80519 | None | 2.1.1 | Point wiring Copper without switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing usingf 1100v Grade , COPPER conductor flexible multistrand FRLS PVC insulated., 2x1.5 Sqm. Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood /PVC round block. Complete for each outlet(5/2.3) Group
A Short piont up to 3 Mtr from tapping piont out let via switch.
| Point | 285.0 | 285.0 | 200.0 | False | None | None | False | None | False | 57000.0 | 0 | 2589650 | 80519 | None | 2.1.2 | A Short piont up to 6 Mtr from tapping piont out
| Point | 394.0 | 394.0 | 150.0 | False | None | None | False | None | False | 59100.0 | 0 | 2589651 | 80519 | None | 2.1.5 | A Short piont up to 10 Mtr from tapping piont out
| Point | 1035.0 | 1035.0 | 85.0 | False | None | None | False | None | False | 87975.0 | 0 | 2589652 | 80519 | 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
| Mtr | 26.0 | 26.0 | 1500.0 | False | None | None | False | None | False | 39000.0 | 0 | 2589653 | 80519 | None | 2.3.3 | 2.5 Sqmm
| Mtr | 42.0 | 42.0 | 1500.0 | False | None | None | False | None | False | 63000.0 | 0 | 2589654 | 80519 | None | 2.3.4 | 4 Sqmm
| Mtr | 63.0 | 63.0 | 300.0 | False | None | None | False | None | False | 18900.0 | 0 | 2589655 | 80519 | None | 3.5.2 | Supplying and fixing superior quality switch mounting poly carbonate plate with necessary supporting back plate with required nos of machine tools, bolts, nuts etc., complete on the existing metal/PVC box. 1 to 3 Module
| Each | 161.0 | 161.0 | 300.0 | False | None | None | False | None | False | 48300.0 | 0 | 2589656 | 80519 | None | 3.5.3 | 4 Module
| Each | 175.0 | 175.0 | 50.0 | False | None | None | False | None | False | 8750.0 | 0 | 2589657 | 80519 | None | 3.5.5 | 8Module
| Each | 284.0 | 284.0 | 6.0 | False | None | None | False | None | False | 1704.0 | 0 | 2589658 | 80519 | None | 3.5.6 | 10 Module
| Each | 344.0 | 344.0 | 5.0 | False | None | None | False | None | False | 1720.0 | 0 | 2589659 | 80519 | None | 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.
6Amps one way
| Each | 102.0 | 102.0 | 120.0 | False | None | None | False | None | False | 12240.0 | 0 | 2589660 | 80519 | None | 3.6.2 | 6Amps two way
| Each | 166.0 | 166.0 | 120.0 | False | None | None | False | None | False | 19920.0 | 0 | 2589661 | 80519 | None | 3.6.4 | Stepped fan regulator
| Each | 357.0 | 357.0 | 240.0 | False | None | None | False | None | False | 85680.0 | 0 | 2589662 | 80519 | None | 3.6.7 | 16Amps one way switch
| Each | 180.0 | 180.0 | 180.0 | False | None | None | False | None | False | 32400.0 | 0 | 2589663 | 80519 | None | 3.6.9 | 32Amps DP switch
| Each | 326.0 | 326.0 | 24.0 | False | None | None | False | None | False | 7824.0 | 0 | 2589664 | 80519 | None | 3.6.10 | 6/16Amps universal socket
| Each | 236.0 | 236.0 | 240.0 | False | None | None | False | None | False | 56640.0 | 0 | 2589665 | 80519 | None | 3.6.11 | TV/Telephone socket
| Each | 156.0 | 156.0 | 10.0 | False | None | None | False | None | False | 1560.0 | 0 | 2589666 | 80519 | None | 3.7 | Supplying and fixing 32Amps security and energy saving DP switch with key tag suitable to operate on 230 Volts,50Hz AC supply & completely wired on existing box.
| Each | 646.0 | 646.0 | 36.0 | False | None | None | False | None | False | 23256.0 | 0 | 2589667 | 80519 | None | 5.2.1 | Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contactors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor.
Upto 12.5HP
| Each | 7455.0 | 7455.0 | 6.0 | False | None | None | False | None | False | 44730.0 | 0 | 2589668 | 80519 | None | 5.7.2 | Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.
32Amps
| Each | 241.0 | 241.0 | 28.0 | False | None | None | False | None | False | 6748.0 | 0 | 2589669 | 80519 | None | 5.18.1 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
6-32 Amps SP
| Each | 415.0 | 415.0 | 4.0 | False | None | None | False | None | False | 1660.0 | 0 | 2589670 | 80519 | None | 5.18.4 | 6-32 Amps DP
| Each | 739.0 | 739.0 | 4.0 | False | None | None | False | None | False | 2956.0 | 0 | 2589671 | 80519 | None | 5.19.8 | 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 8 Way SP & N
| Each | 1854.0 | 1854.0 | 12.0 | False | None | None | False | None | False | 22248.0 | 0 | 2589672 | 80519 | None | 5.19.9 | 12 Way SP & N
| Each | 2329.0 | 2329.0 | 6.0 | False | None | None | False | None | False | 13974.0 | 0 | 2589673 | 80519 | None | 5.21 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/ manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.
| Each | 9255.0 | 9255.0 | 6.0 | False | None | None | False | None | False | 55530.0 | 0 | 2589674 | 80519 | None | 5.40.2 | Supplying 250 amps rated 3phase
Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC 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.
250Amps 4x30x10mm Aluminium Strips
| m | 3435.0 | 3435.0 | 8.0 | False | None | None | False | None | False | 27480.0 | 0 | 2589675 | 80519 | None | 5.32 | Supplying and fixing digital frequency meter with latest micro controller technology, ultra bright 4 digit LED display, from 30-500V AC and optional or relay output for high/lowfrequency and wiring complete.
| Each | 975.0 | 975.0 | 6.0 | False | None | None | False | None | False | 5850.0 | 0 | 2589676 | 80519 | None | 5.33 | 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.
| Each | 9315.0 | 9315.0 | 6.0 | False | None | None | False | None | False | 55890.0 | 0 | 2589677 | 80519 | None | 5.31 | 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.
| Each | 4390.0 | 4390.0 | 6.0 | False | None | None | False | None | False | 26340.0 | 0 | 2589678 | 80519 | None | 12.56 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia
| No | 3510.0 | 3510.0 | 6.0 | False | None | None | False | None | False | 21060.0 | 0 | 2589679 | 80519 | None | 203,32.07 | Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 3.5 core 25 sqmm
| Km | 139549.0 | 139549.0 | 0.2 | False | None | None | False | None | False | 27909.8 | 0 | 2589680 | 80519 | None | 12.60.6 | Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm 6ft copper bonded rod with backfill compound.
| Kit | 6230.0 | 6230.0 | 5.0 | False | None | None | False | None | False | 31150.0 | 0 | 2589681 | 80519 | None | 6.2.1 | Supplying of 1440rpm heavy duty exhaust fan with bracketblades suitable to operate on 230V 50Hz, AC Supply complete.
12" Sweep (300mm)
| Each | 2969.0 | 2969.0 | 24.0 | False | None | None | False | None | False | 71256.0 | 0 | 2589682 | 80519 | None | 6.3.1 | 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-3741979 and with double ball bearing system.
48" Sweep (1200mm) Regular model
| Each | 2984.0 | 2984.0 | 120.0 | False | None | None | False | None | False | 358080.0 | 0 | 2589683 | 80519 | None | 9.3.5 | Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteries and wiring complete.
10 KVA ON LINE UPS
| Each | 103570.0 | 103570.0 | 4.0 | False | None | None | False | None | False | 414280.0 | 0 | 2589684 | 80519 | None | 9.5.7 | Supplying, installation, testing & commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries.
100 AH capacity
| Each | 12430.0 | 12430.0 | 8.0 | False | None | None | False | None | False | 99440.0 | 0 | 2589685 | 80519 | 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 80. Power Input: 220-240V 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.
LED light fighting 1 x4'- 20/22 w
| Each | 690.0 | 690.0 | 120.0 | False | None | None | False | None | False | 82800.0 | 0 | 2589686 | 80519 | None | 11.5.2 | Supply of round/square recess/surface mounted rolling type LED Down light with .W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 10-12W
| Each | 885.0 | 885.0 | 60.0 | False | None | None | False | None | False | 53100.0 | 0 | 2589687 | 80519 | None | 12.21 | Supplying and fixing of 5'-80 Watts of T8 Fluorescent Tube with 54W power consumption with low 3mg Mercury content less phosphor coating. Operating voltage range from 180V to 265V, 50Hz AC power Supply
| Nos | 520.0 | 520.0 | 60.0 | False | None | None | False | None | False | 31200.0 | 0 | 2589688 | 80519 | None | 12.25.2 | Supplying of patty fitting, made out of CRCA Sheet metal body with locking type holder completely wired with HF Electronic Ballast, Operating voltage range from 180V to 265V, 50Hz AC power supply excluding Tube.
1 x 4' Tube light fitting.
| Each | 340.0 | 340.0 | 60.0 | False | None | None | False | None | False | 20400.0 | 0 | 2589689 | 80519 | None | 12.43.2 | Supplying & Fixing of 70-150 Watts lamp holder 2 Pin
| Nos | 1745.0 | 1745.0 | 60.0 | False | None | None | False | None | False | 104700.0 | 0 | 2589690 | 80519 | 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 clamps.
On wall / ceiling / Rafter / Girders
| Each | 122.0 | 122.0 | 62.0 | False | None | None | False | None | False | 7564.0 | 0 | 2589691 | 80519 | None | 13.19 | Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps.
| Each | 490.0 | 490.0 | 60.0 | False | None | None | False | None | False | 29400.0 | 0 | 2589692 | 80519 | None | 8, Page no-36, KPTCL SCHEDULE OF RATES 2023-24 | Supplying and drawing UTP-CAT 6E LAN cable. | m | 38.0 | 38.0 | 550.0 | False | None | None | False | None | False | 20900.0 | 0 | 2589693 | 80519 | None | 8.2.2, Page no-36, KPTCL SCHEDULE OF RATES 2023-24 | Supplying and drawing PVC flexible one pair telephone unarmoured
tinned copper cable. | m | 21.0 | 21.0 | 550.0 | False | None | None | False | None | False | 11550.0 | 0 | 2589694 | 80519 | None | 8.9.1, Page no-36, KPTCL SCHEDULE OF RATES 2023-24 | Supplying fixing of Network Switches 48 Port Gigabyte (manageable) | Each | 48890.0 | 48890.0 | 2.0 | False | None | None | False | None | False | 97780.0 | 0 | 2589695 | 80519 | None | 4.3, Page no-12, KPTCL SCHEDULE OF RATES 2023-24 | Supply and erection of 14 Feet Height Street Light Pole 14 Feet Height
Street Light Pole on suitable cement concrete foundation with 2.5 Feet
height dia 95 mm cast iron decorative round pedestal as per design
weighing not less than 37Kgs, the pedestal shall be fitted with Class 'C'
G.I.Pipe 7 Feet height 75 mm outer dia and 7 feet height top piece
outer dia of 65 mm fixed by measure of threading/welding/coupling
complete. (excluding foundation). | Each | 20600.0 | 20600.0 | 2.0 | False | None | None | False | None | False | 41200.0 | 0 | 2589696 | 80519 | None | 11.8.2, Page no-45, KPTCL SCHEDULE OF RATES 2023-2 | Supply of LED Streetlight luminaire with pressure die 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 greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains,
Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiencygreater than1301m/w, nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility
certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.LED Streetlight 40Weach | Each | 4024.0 | 4024.0 | 10.0 | False | None | None | False | None | False | 40240.0 | 0 | 2589697 | 80519 | None | 7.3,KPTCL SCHEDULE OF RATES 2023-24 | Single phase, oil filled, outdoor type VT with terminal connector suitable for Al. tube/conductor with marshalling box etc., complete as per technical specification.66 kV/3 / 110 V/3 - 110 V3 110 V | Each | 99220.0 | 99220.0 | 1.0 | False | None | None | False | None | False | 99220.0 | 0 | 2589698 | 80519 | None | 5.2.8 page no 31,KPTCL SCHEDULE OF RATES 2023-24 | CURRENT TRANSFORMER : 66 kV Class : 1600-1000/1-1-1 A | Each | 133100.0 | 133100.0 | 1.0 | False | None | None | False | None | False | 133100.0 | 0 | 2589699 | 80519 | None | 9.13.2 page no 37,KPTCL SCHEDULE OF RATES 2023-24 | ISOLATOR : 66 kV, 1250 A, 40 kA double break manually operated isolators with solid core insulator, terminal connector suitable for Al. tube/conductor, marshalling box etc., complete as per technical specification | Each | 233530.0 | 233530.0 | 1.0 | False | None | None | False | None | False | 233530.0 | 0 | 2589700 | 80519 | None | 3.01,Page no44, KPTCL SCHEDULE OF RATES 2023-24 | Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing | Each | 5725.0 | 5725.0 | 1.0 | False | None | None | False | None | False | 5725.0 | 0 | 2589701 | 80519 | None | GESCOM CHARGES | Contingencies at 2% | Each | 11415.9 | 11415.9 | 1.0 | False | None | None | False | None | False | 11415.9 | 0 | 2589702 | 80519 | None | GESCOM CHARGES | employees cost @20% on LC+MC | Each | 114159.0 | 114159.0 | 1.0 | False | None | None | False | None | False | 114159.0 | 0 | 2589703 | 80519 | None | GESCOM CHARGES | Special locality allowance at 25% of labour charges | Each | 142698.75 | 142698.75 | 1.0 | False | None | None | False | None | False | 142698.75 | 0 | 2589704 | 80519 | None | Vol-6 S R Sl no. 22 c (iii) Page No. 120 | Control Cables and UG Cables Laying of 11 kV cables in existing trench/G.I. pipe/stoneware pipe/RCC hume pipe using
wooden/aluminium rollers as directed by KPTCL staff Cables of sizes 3C x 300 to
3C x 400 Sq mm | m | 72.0 | 72.0 | 200.0 | False | None | None | False | None | False | 14400.0 | 0 | 2589705 | 80519 | None | Vol-I I No. 1.6.1 Page no. 6 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. In all kinds of soils. Depth upto 1.50m | m | 508.2 | 508.2 | 200.0 | False | None | None | False | None | False | 101640.0 | 0 | 2589706 | 80519 | None | Vol-I I No. 1.10 page no. 7 | Refilling available earth around trenches/pipelines, cables in layers not
exceeding 20 cms in depth, compacting each deposited layer by ramming after
watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour
complete as per specifications | Cum | 168.0 | 168.0 | 72.0 | False | None | None | False | None | False | 12096.0 | 0 | 2589707 | 80519 | None | Vol-6 I No. 13.1.1 Page No. 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 street light
fitting of all capacities to GI or GI or rail or RCC pole / wall using
suitable clamps, bolts, and nuts and wiring using suitable capacity
wires. Using 25mm dia G.I.Pipe | Each | 978.0 | 978.0 | 70.0 | False | None | None | False | None | False | 68460.0 | 0 | 2589708 | 80519 | None | Vol-6 I No. 22.10 Page no. 52 of 81 | Cable Joint and wiring (for HT & LT UG Cable)
LT UG Cable Heat shrinkable Straight Through Joint | Set | 284.0 | 284.0 | 60.0 | False | None | None | False | None | False | 17040.0 | 0 |
| 1707909160000 | 0 | None | None | Buildings | RAIN WATER HARVESTING | 223977.76 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2589709 | 80520 | None | CSR 2023-2024 Vol 5 Item no 10.1.7 Page No. 113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for :
PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 431.55 | 431.55 | 441.6 | False | None | None | False | None | False | 190572.48 | 0 | 2589710 | 80520 | None | CSR 2023-2024 Vol 1 Item no 1.14 Page No. 8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 91.37 | False | None | None | False | None | False | 9785.727 | 0 | 2589711 | 80520 | None | CSR 2023-2024 Vol 2 Item no 17.1 Page No. 175 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1052.1 | 1052.1 | 3.46 | False | None | None | False | None | False | 3640.266 | 0 | 2589712 | 80520 | None | CSR 2023-2024 Vol 2 Item no 17.2 Page No. 175 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. | Cum | 1245.3 | 1245.3 | 3.46 | False | None | None | False | None | False | 4308.738 | 0 | 2589713 | 80520 | None | CSR 2023-2024 Vol 2 Item no 17.3 Page No. 175 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge | Cum | 1251.6 | 1251.6 | 3.46 | False | None | None | False | None | False | 4330.536 | 0 | 2589714 | 80520 | None | CSR 2023-2024 Vol 1 Item no 1.10 Page No. 7 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 67.5 | False | None | None | False | None | False | 11340.0 | 0 |
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