| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1720071675000 | 0 | None | None | Buildings | DEMOLITION OF EXISTING BUILDING | 406428.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3448279 | 122535 | None | 19.1 | Demolishing lime concrete manually/ by mechanical means and disposal of material to the appropriate disposal area as per direction of Engineerin-charge.
PWD SR 23-24 ( Vol 2) It No. 19.1 Pg. No. 187
| Cum | 612.15 | 612.15 | 5.12 | False | None | None | False | None | False | 3134.208 | 0 | | 3448280 | 122535 | None | 19.14.2 | Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking to the appropriate disposal area as per direction of Engineer-in-charge.
PWD SR 23-24 ( Vol 2) It No. 19.14.2 Pg. No. 189
| Rmtr | 12.6 | 12.6 | 3128.52 | False | None | None | False | None | False | 39419.352 | 0 | | 3448281 | 122535 | None | 19.9.1 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge.
PWD SR 23-24 ( Vol 2) It No. 19.9.1 Pg. No. 187 | Cum | 831.6 | 831.6 | 394.41 | False | None | None | False | None | False | 327991.356 | 0 | | 3448282 | 122535 | None | 19.12.1 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below
PWD SR 23-24 ( Vol 2) It No. 19.12.1 Pg. No. 188
| Sqm | 252.0 | 252.0 | 69.01 | False | None | None | False | None | False | 17390.52 | 0 | | 3448283 | 122535 | None | 19.27.2 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area as per direction of Engineer-in-charge. Asbestos cement sheet
PWD SR 23-24 ( Vol 2) It No. 19.27.2 Pg. No. 188
| Sqm | 53.55 | 53.55 | 345.34 | False | None | None | False | None | False | 18492.957 | 0 |
| | 1720071675000 | 0 | None | None | Buildings | CIVIL WORK GF | 12576615.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3448284 | 122536 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m PWD SR 23-24 ( Vol 1) It No. 1.14.1 Pg. No. 8
| Cum | 107.1 | 107.1 | 399.67 | False | None | None | False | None | False | 42804.657 | 0 | | 3448285 | 122536 | None | 2.1.1 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.1.1 Pg. No. 15
| Cum | 5604.9 | 5604.9 | 68.57 | False | None | None | False | None | False | 384327.993 | 0 | | 3448286 | 122536 | None | 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.2.3 Pg. No. 16
| Cum | 6652.8 | 6652.8 | 96.69 | False | None | None | False | None | False | 643259.232 | 0 | | 3448287 | 122536 | None | 2.2.3 | Centering and Shuttering Charges for Footing PWD SR 23-24 ( Vol 1) It No. 2.2.3 Pg. No. 16
| Cum | 532.22 | 532.22 | 96.69 | False | None | None | False | None | False | 51460.3518 | 0 | | 3448288 | 122536 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 35.31 | False | None | None | False | None | False | 253707.6465 | 0 | | 3448289 | 122536 | None | 2.5.2 | Centering and Shuttering Charges for Column
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 5029.61 | 5029.61 | 35.31 | False | None | None | False | None | False | 177595.5291 | 0 | | 3448290 | 122536 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 29.99 | False | None | None | False | None | False | 215482.6485 | 0 | | 3448291 | 122536 | None | 2.5.2 | Centering and Shuttering Charges for Plinth Beam
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 3592.58 | 3592.58 | 29.99 | False | None | None | False | None | False | 107741.4742 | 0 | | 3448292 | 122536 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 12.76 | False | None | None | False | None | False | 91682.514 | 0 | | 3448293 | 122536 | None | 2.5.2 | Centering and Shuttering Charges for Lintel Beam
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 4311.09 | 4311.09 | 12.76 | False | None | None | False | None | False | 55009.5084 | 0 | | 3448294 | 122536 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 33.26 | False | None | None | False | None | False | 238978.089 | 0 | | 3448295 | 122536 | None | 2.5.2 | Centering and Shuttering Charges for Roof Beam
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 4311.09 | 4311.09 | 33.26 | False | None | None | False | None | False | 143386.8534 | 0 | | 3448296 | 122536 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 113.15 | False | None | None | False | None | False | 812999.7225 | 0 | | 3448297 | 122536 | None | 2.5.2 | Centering and Shuttering Charges for Roof Slab PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 3592.58 | 3592.58 | 113.15 | False | None | None | False | None | False | 406500.427 | 0 | | 3448298 | 122536 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 5.69 | False | None | None | False | None | False | 40883.5035 | 0 | | 3448299 | 122536 | None | 2.5.2 | Centring & shuttering charges for Chejja
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 3233.32 | 3233.32 | 5.69 | False | None | None | False | None | False | 18397.5908 | 0 | | 3448300 | 122536 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 11.66 | False | None | None | False | None | False | 83778.849 | 0 | | 3448301 | 122536 | None | 2.5.2 | Centring & shuttering charges for Staircase
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 3233.32 | 3233.32 | 11.66 | False | None | None | False | None | False | 37700.5112 | 0 | | 3448302 | 122536 | None | 2.11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification. Building PWD SR 23-24 ( Vol 1) It No. 2.11 Pg. No. 16
| Tonne | 93929.85 | 93929.85 | 26.81 | False | None | None | False | None | False | 2518259.2785 | 0 | | 3448303 | 122536 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 mand lift upto 1.5 m. PWD SR 23-24 ( Vol 2) It No. 1.9 Pg. No. 9
| Cum | 279.3 | 279.3 | 726.78 | False | None | None | False | None | False | 202989.654 | 0 | | 3448304 | 122536 | None | 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR 23-24 ( Vol 2) It No. 5.1.1 Pg. No. 8
| Cum | 5891.55 | 5891.55 | 122.04 | False | None | None | False | None | False | 719004.762 | 0 | | 3448305 | 122536 | None | 5.6 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. PWD SR 23-24 ( Vol 2) It No. 5.6 Pg. No. 9
| Cum | 6770.4 | 6770.4 | 169.41 | False | None | None | False | None | False | 1146973.464 | 0 | | 3448306 | 122536 | None | 6.5 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. PWD SR 23-24 ( Vol 2) It No. 6.5 Pg. No. 13
| Cum | 11525.85 | 11525.85 | 115.3 | False | None | None | False | None | False | 1328930.505 | 0 | | 3448307 | 122536 | None | 8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine
sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR 2023-24 8.1.1 Rate: 255.00 | Sqm | 267.75 | 267.75 | 1535.78 | False | None | None | False | None | False | 411205.095 | 0 | | 3448308 | 122536 | None | 8.7 | Providing 15mm cement plaster with cement mortar 1:3 (1 cement:3 coarse
sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge. PWD SR 2023-24 It Code: 8.7 Rate: 366.00 | Sqm | 384.3 | 384.3 | 524.57 | False | None | None | False | None | False | 201592.251 | 0 | | 3448309 | 122536 | None | 12.11 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications.PWD SR 23-24 ( Vol 2) It No. 12.11 Pg. No. 99
| Cum | 144977.7 | 144977.7 | 0.76 | False | None | None | False | None | False | 110183.052 | 0 | | 3448310 | 122536 | None | 12.15 | Providing and fixing in position fully panelled Honne 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 ) PWD SR 23-24 ( Vol 2) It No. 12.15 Pg. No. 100
| Sqm | 7816.2 | 7816.2 | 26.71 | False | None | None | False | None | False | 208770.702 | 0 | | 3448311 | 122536 | None | 12.90 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) PWD SR 23-24 ( Vol 2) It No. 12.90 Pg. No. 110 | Sqm | 7070.7 | 7070.7 | 42.42 | False | None | None | False | None | False | 299939.094 | 0 | | 3448312 | 122536 | None | 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding PWD SR 23-24 ( Vol 2) It No. 1134A Pg. No. 86
| Kg | 176.4 | 176.4 | 890.75 | False | None | None | False | None | False | 157128.3 | 0 | | 3448313 | 122536 | None | 8.33.3 | 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 PWD SR 23-24 ( Vol 2) It No. 8.33.3 Pg. No. 47
| Sqm | 145.95 | 145.95 | 95.43 | False | None | None | False | None | False | 13928.0085 | 0 | | 3448314 | 122536 | None | 8.33.2 | 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.
PWD SR 23-24 ( Vol 2) It No. 8.33.2 Pg. No. 46
| Sqm | 144.9 | 144.9 | 60.1 | False | None | None | False | None | False | 8708.49 | 0 | | 3448315 | 122536 | None | 9.22.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm PWD SR 23-24 ( Vol 2) It No.9.22.2 Pg. No. 62
| Sqm | 1392.3 | 1392.3 | 600.51 | False | None | None | False | None | False | 836090.073 | 0 | | 3448316 | 122536 | None | 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
PWD SR 23-24 ( Vol 2) It No. 8.25 Pg. No. 45
| Sqm | 143.85 | 143.85 | 1535.78 | False | None | None | False | None | False | 220921.953 | 0 | | 3448317 | 122536 | None | 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge PWD SR 23-24 ( Vol 2) It No. 8.30 Pg. No. 46
| Sqm | 182.7 | 182.7 | 524.57 | False | None | None | False | None | False | 95838.939 | 0 | | 3448318 | 122536 | None | 11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing 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. PWD SR 23-24 ( Vol 2) It No. 11.28 Pg. No. 85
| Kg | 593.25 | 593.25 | 489.6 | False | None | None | False | None | False | 290455.2 | 0 |
| | 1720071675000 | 0 | None | None | Buildings | CIVIL WORK FIRST FLOOR | 2067687.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3448319 | 122537 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 8.43 | False | None | None | False | None | False | 60570.8145 | 0 | | 3448320 | 122537 | None | 2.5.2 | Centering and Shuttering Charges for Column PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 5029.61 | 5029.61 | 8.43 | False | None | None | False | None | False | 42399.6123 | 0 | | 3448321 | 122537 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 3.91 | False | None | None | False | None | False | 28093.9365 | 0 | | 3448322 | 122537 | None | 2.5.2 | Centering and Shuttering Charges for Lintel Beam
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 4311.09 | 4311.09 | 3.91 | False | None | None | False | None | False | 16856.3619 | 0 | | 3448323 | 122537 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 22.57 | False | None | None | False | None | False | 162168.8355 | 0 | | 3448324 | 122537 | None | 2.5.2 | Centering and Shuttering Charges for Roof Beam PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 4311.09 | 4311.09 | 22.57 | False | None | None | False | None | False | 97301.3013 | 0 | | 3448325 | 122537 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesPWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 18.97 | False | None | None | False | None | False | 136302.2955 | 0 | | 3448326 | 122537 | None | 2.5.2 | Centering and Shuttering Charges for Roof Slab PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 3592.58 | 3592.58 | 18.97 | False | None | None | False | None | False | 68151.2426 | 0 | | 3448327 | 122537 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 1.22 | False | None | None | False | None | False | 8765.883 | 0 | | 3448328 | 122537 | None | 2.5.2 | Centring & shuttering charges for Chejja
PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 3233.32 | 3233.32 | 1.22 | False | None | None | False | None | False | 3944.6504 | 0 | | 3448329 | 122537 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 7185.15 | 7185.15 | 5.83 | False | None | None | False | None | False | 41889.4245 | 0 | | 3448330 | 122537 | None | 2.5.2 | Centring & shuttering charges for Staircase PWD SR 23-24 ( Vol 1) It No. 2.5.2 Pg. No. 16
| Cum | 3233.32 | 3233.32 | 5.83 | False | None | None | False | None | False | 18850.2556 | 0 | | 3448331 | 122537 | None | 6.5 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.PWD SR 23-24 ( Vol 2) It No. 6.5 Pg. No. 13
| Cum | 11525.85 | 11525.85 | 39.2 | False | None | None | False | None | False | 451813.32 | 0 | | 3448332 | 122537 | None | 8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine
sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR 2023-24 8.1.1 Rate: 255.00 | Sqm | 270.3 | 270.3 | 497.19 | False | None | None | False | None | False | 134390.457 | 0 | | 3448333 | 122537 | None | 8.7 | Providing 15mm cement plaster with cement mortar 1:3 (1 cement:3 coarse
sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-incharge. PWD SR 2023-24 It Code: 8.7 Rate: 366.00 | Sqm | 387.96 | 387.96 | 159.85 | False | None | None | False | None | False | 62015.406 | 0 | | 3448334 | 122537 | None | 12.11 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. PWD SR 23-24 ( Vol 2) It No. 12.11 Pg. No. 99
| Cum | 144977.7 | 144977.7 | 0.18 | False | None | None | False | None | False | 26095.986 | 0 | | 3448335 | 122537 | None | 12.15 | Providing and fixing in position fully panelled Honne 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 ) PWD SR 23-24 ( Vol 2) It No. 12.15 Pg. No. 100
| Sqm | 7816.2 | 7816.2 | 6.77 | False | None | None | False | None | False | 52915.674 | 0 | | 3448336 | 122537 | None | 12.90 | Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) PWD SR 23-24 ( Vol 2) It No. 12.90 Pg. No. 110
| Sqm | 7070.7 | 7070.7 | 12.75 | False | None | None | False | None | False | 90151.425 | 0 | | 3448337 | 122537 | None | 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding PWD SR 23-24 ( Vol 2) It No. 1134A Pg. No. 86
| Kg | 176.4 | 176.4 | 267.67 | False | None | None | False | None | False | 47216.988 | 0 | | 3448338 | 122537 | None | 8.33.3 | 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-chargePWD SR 23-24 ( Vol 2) It No. 8.33.3 Pg. No. 47
| Sqm | 145.95 | 145.95 | 28.67 | False | None | None | False | None | False | 4184.3865 | 0 | | 3448339 | 122537 | None | 8.33.2 | 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.PWD SR 23-24 ( Vol 2) It No. 8.33.2 Pg. No. 46
| Sqm | 144.9 | 144.9 | 15.24 | False | None | None | False | None | False | 2208.276 | 0 | | 3448340 | 122537 | None | 9.22.2 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm PWD SR 23-24 ( Vol 2) It No.9.22.2 Pg. No. 62
| Sqm | 1324.05 | 1324.05 | 194.03 | False | None | None | False | None | False | 256905.4215 | 0 | | 3448341 | 122537 | None | 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 ( Vol 2) It No. 8.25 Pg. No. 45
| Sqm | 143.85 | 143.85 | 497.19 | False | None | None | False | None | False | 71520.7815 | 0 | | 3448342 | 122537 | None | 8.3 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge PWD SR 23-24 ( Vol 2) It No. 8.3 Pg. No. 4
| Sqm | 182.7 | 182.7 | 159.85 | False | None | None | False | None | False | 29204.595 | 0 | | 3448343 | 122537 | None | 11.28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist
slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing 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. PWD SR 23-24 ( Vol 2) It No. 11.28 Pg. No. 85
| Kg | 593.25 | 593.25 | 259.2 | False | None | None | False | None | False | 153770.4 | 0 |
| | 1720071675000 | 0 | None | None | Buildings | ELECTRICAL WORK | 483181.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3448344 | 122538 | None | 1.2.1 | Supplying heavy gauge PVC conduit pipe.mm dia.mm thick confirming to IS2509 with suitable size bends ,metal /PVC Junction boxes ,adhesive paste etc.,and running before concreting the slab. The conduit should be tied to there in for cement rods by using binding wire sand un used way so fjunction boxe sand pipe ends should be covered using PVC end enclosures ,run with 18 SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thick PWD SR 23-24 ( Vol 6) It No. 1.2.1 Pg. No. 61
| Mtr | 69.3 | 69.3 | 400.0 | False | None | None | False | None | False | 27720.0 | 0 | | 3448345 | 122538 | 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 up to wall surface complete.upto 50 mm conduit in brick wall
PWD SR 23-24 ( Vol 6) It No. 1.7.1 Pg. No. 61
| Mtr | 30.45 | 30.45 | 200.0 | False | None | None | False | None | False | 6090.0 | 0 | | 3448346 | 122538 | None | 2.3.3 | Wiring for lighting /power circuit using one of FRLS PVC insulated 1100V grade ,multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010
PWD SR 23-24 ( Vol 6) It No. 2.3.3 Pg. No. 5
| Rmtr | 44.1 | 44.1 | 1250.0 | False | None | None | False | None | False | 55125.0 | 0 | | 3448347 | 122538 | None | 2.3.4 | Wiring for lighting /power circuit using one of FRLS PVC insulated 1100V grade ,multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 4 mm2
PWD SR 23-24 ( Vol 6) It No. 2.3.4 Pg. No. 5
| Rmtr | 66.15 | 66.15 | 800.0 | False | None | None | False | None | False | 52920.0 | 0 | | 3448348 | 122538 | None | 3.1.1 | Supplying 6A flush type socket and 6A flush type SP switch either surface/flush mounting In existing gang box or in 4mm thick plastic sheet and fixing over aflush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854 6A 2 Way PWD SR 23-24 ( Vol 6) It No. 3.1.1 Pg. No. 7
| Nos | 134.4 | 134.4 | 100.0 | False | None | None | False | None | False | 13440.0 | 0 | | 3448349 | 122538 | None | 3.3.3 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting In Brick/C.Cwall ,including necessary raw l plugs,Machine/NF screws etc., complete. 4-5 Way
PWD SR 23-24 ( Vol 6) It No. 3.3.3 Pg. No. 7
| Nos | 181.65 | 181.65 | 60.0 | False | None | None | False | None | False | 10899.0 | 0 | | 3448350 | 122538 | None | 3.3.5 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting In Brick/C.Cwall ,including necessary raw l plugs,Machine/NF screws etc., complete. 8 Way PWD SR 23-24 ( Vol 6) It No. 3.3.5 Pg. No. 7
| Nos | 229.95 | 229.95 | 55.0 | False | None | None | False | None | False | 12647.25 | 0 | | 3448351 | 122538 | None | 3.3.6 | Supplying and fixing surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting In Brick/C.Cwall ,including necessary raw l plugs,Machine/NF screws etc., complete. 10-12 Way
PWD SR 23-24 ( Vol 6) It No. 3.3.6 Pg. No. 7
| Nos | 274.05 | 274.05 | 62.0 | False | None | None | False | None | False | 16991.1 | 0 | | 3448352 | 122538 | None | 3.4.3 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5 Way PWD SR 23-24 ( Vol 6) It No. 3.4.3 Pg. No. 7 | Nos | 185.85 | 185.85 | 60.0 | False | None | None | False | None | False | 11151.0 | 0 | | 3448353 | 122538 | None | 3.4.5 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way PWD SR 23-24 ( Vol 6) It No. 3.4.5 Pg. No. 7
| Nos | 274.05 | 274.05 | 55.0 | False | None | None | False | None | False | 15072.75 | 0 | | 3448354 | 122538 | None | 3.4.6 | Supplying and flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way
PWD SR 23-24 ( Vol 6) It No. 3.4.6 Pg. No. 7
| Nos | 334.95 | 334.95 | 62.0 | False | None | None | False | None | False | 20766.9 | 0 | | 3448355 | 122538 | None | 3.5.3 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws ,bolts nuts etc.,complete on the existing metal/PVC box. 4 Module PWD SR 23-24 ( Vol 6) It No. 3.5.3 Pg. No. 8
| Nos | 183.75 | 183.75 | 60.0 | False | None | None | False | None | False | 11025.0 | 0 | | 3448356 | 122538 | None | 3.5.5 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws ,bolts nuts etc.,complete on the existing metal/PVC box. 8 Module PWD SR 23-24 ( Vol 6) It No. 3.5.5 Pg. No. 8
| Nos | 298.2 | 298.2 | 55.0 | False | None | None | False | None | False | 16401.0 | 0 | | 3448357 | 122538 | None | 3.5.6 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws ,bolts nuts etc.,complete on the existing metal/PVC box. 10-12 Module PWD SR 23-24 ( Vol 6) It No. 3.5.6 Pg. No. 8
| Nos | 361.2 | 361.2 | 60.0 | False | None | None | False | None | False | 21672.0 | 0 | | 3448358 | 122538 | None | 3.6.1 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch PWD SR 23-24 ( Vol 6) It No. 3.6.1 Pg. No. 9
| Nos | 107.1 | 107.1 | 170.0 | False | None | None | False | None | False | 18207.0 | 0 | | 3448359 | 122538 | None | 3.6.9 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP SwitchPWD SR 23-24 ( Vol 6) It No. 3.6.9 Pg. No. 9
| Nos | 342.3 | 342.3 | 12.0 | False | None | None | False | None | False | 4107.6 | 0 | | 3448360 | 122538 | None | 3.6.4 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module PWD SR 23-24 ( Vol 6) It No. 3.6.4 Pg. No. 9
| Nos | 374.85 | 374.85 | 22.0 | False | None | None | False | None | False | 8246.7 | 0 | | 3448361 | 122538 | 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 CRI80. Power Input :220-240V@50/60Hz & Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working understand and electrical condition. LED light fitting 1 x 4' - 20/22 WPWD SR 23-24 ( Vol 6) It No. 11.3.2 Pg. No. 43
| Nos | 724.5 | 724.5 | 65.0 | False | None | None | False | None | False | 47092.5 | 0 | | 3448362 | 122538 | None | 11.4.2 | Supplying of recess mounting non integrated type LED down light.W luminaire comprising of pressure decast/extruded aluminium housing, with spring load ed false ceiling clamps ,LED of Power/COB with CCT6500 degree K,CRI70%.efficacy100 lumenper W,120 degree be am spread, life25000 burning hours and Compliance to IS10322/IEC60598,LM79&LM80.The lamp compartment is enclosed with antiglareopal diffuser which enhances the lighting level.LED' sare driven by HF electronic driver integrated inaseparate control gear assembly.,withPF0.95,power losss hould5%of lamp Wage,short circuit & open circuit protection to be integrated in the circuit,THD less than 20%,Life as perLM79.The operating in put voltage should be between130to275V.BIS Approved and Tested byNABL/CPRI accredited laboratory with 2years Warranty against any manufacturing defect working understandard electrical condition.PWD SR 23-24 ( Vol 6) It No. 11.4.2 Pg. No. 43
| Nos | 1332.45 | 1332.45 | 25.0 | False | None | None | False | None | False | 33311.25 | 0 | | 3448363 | 122538 | None | 6.3.1 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230V, 50cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system.
48" Sweep (1200 mm) Regular model PWD SR 23-24 ( Vol 6) It No. 6.3.1 Pg. No. 30
| Nos | 3133.2 | 3133.2 | 22.0 | False | None | None | False | None | False | 68930.4 | 0 | | 3448364 | 122538 | None | 6.1 | Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5A.ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire. PWD SR 23-24 ( Vol 6) It No. 6.1 Pg. No. 57
| Nos | 516.6 | 516.6 | 22.0 | False | None | None | False | None | False | 11365.2 | 0 |
| | 1720071675000 | 0 | None | None | Buildings | WATER SUPPLY & SANITORY WORK | 816539.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3448365 | 122539 | None | 13.31.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm dia
PWD SR 23-24 ( Vol 2) It No. 13.31.4 Pg. No. 122
| Mtr | 420.0 | 420.0 | 330.0 | False | None | None | False | None | False | 138600.0 | 0 | | 3448366 | 122539 | None | 13.50.9 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 mm dia PWD SR 23-24 ( Vol 2) It No. 13.50.9 Pg. No. 125
| Mtr | 976.5 | 976.5 | 230.0 | False | None | None | False | None | False | 224595.0 | 0 | | 3448367 | 122539 | None | 13.50.10 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 150 mm dia PWD SR 23-24 ( Vol 1) It No. 13.50.10 Pg. No. 125
| Mtr | 1672.65 | 1672.65 | 180.0 | False | None | None | False | None | False | 301077.0 | 0 | | 3448368 | 122539 | None | 13.5.3 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore 25 mm dia PWD SR 23-24 ( Vol 1) It No. 13.5.3 Pg. No. 117
| Nos | 338.1 | 338.1 | 8.0 | False | None | None | False | None | False | 2704.8 | 0 | | 3448369 | 122539 | None | 13.5.1 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore 15 mm dia PWD SR 23-24 ( Vol 1) It No. 13.5.1 Pg. No. 117
| Nos | 310.8 | 310.8 | 6.0 | False | None | None | False | None | False | 1864.8 | 0 | | 3448370 | 122539 | None | 14.7B | 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. PWD SR 23-24 ( Vol 1) It No. 14.7B Pg. No. 133
| Nos | 2410.8 | 2410.8 | 6.0 | False | None | None | False | None | False | 14464.8 | 0 | | 3448371 | 122539 | None | 14.52 | Providing and fixing Angle cock light with wall flange made of Stainless steel with all concealed fitting arrangements & all necessary accessories complete - Class Economy PWD SR 23-24 ( Vol 1) It No. 14.52 Pg. No. 139
| Nos | 630.0 | 630.0 | 8.0 | False | None | None | False | None | False | 5040.0 | 0 | | 3448372 | 122539 | None | 14.3.1 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid PWD SR 23-24 ( Vol 1) It No. 14.3.1 Pg. No. 131
| Nos | 6275.85 | 6275.85 | 5.0 | False | None | None | False | None | False | 31379.25 | 0 | | 3448373 | 122539 | None | 13.26 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 g. PWD SR 23-24 ( Vol 1) It No. 13.26 Pg. No. 121
| Nos | 105.0 | 105.0 | 4.0 | False | None | None | False | None | False | 420.0 | 0 | | 3448374 | 122539 | None | 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. PWD SR 23-24 ( Vol 1) It No. 13.34 Pg. No. 123
| Ltr | 9.45 | 9.45 | 5000.0 | False | None | None | False | None | False | 47250.0 | 0 | | 3448375 | 122539 | None | 13.51 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay (non modular) bricks of class designation 3.5 PWD SR 23-24 ( Vol 1) It No. 13.51 Pg. No. 123
| Nos | 1791.3 | 1791.3 | 25.0 | False | None | None | False | None | False | 44782.5 | 0 | | 3448376 | 122539 | None | 14.32.2 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm PWD SR 23-24 ( Vol 1) It No. 14.32.2 Pg. No. 136
| Nos | 1068.9 | 1068.9 | 3.0 | False | None | None | False | None | False | 3206.7 | 0 | | 3448377 | 122539 | None | 13.59 | Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete PWD SR 23-24 ( Vol 1) It No. 13.59 Pg. No. 127 | Nos | 231.0 | 231.0 | 5.0 | False | None | None | False | None | False | 1155.0 | 0 |
| | 1720071675000 | 0 | None | None | Buildings | SEPTIC TANK | 171651.27 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3448378 | 122540 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.In all kinds of soils Depth upto 3 m PWD SR 23-24 ( Vol 1) It No. 1.14.1 Pg. No. 8
| Cum | 107.1 | 107.1 | 15.12 | False | None | None | False | None | False | 1619.352 | 0 | | 3448379 | 122540 | None | 2.1.1 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 23-24 ( Vol 1) It No. 2.1.1 Pg. No. 15
| Cum | 5604.9 | 5604.9 | 1.01 | False | None | None | False | None | False | 5660.949 | 0 | | 3448380 | 122540 | None | 2.3.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. PWD SR 23-24 ( Vol 1) It No. 2.3.1 Pg. No. 16
| Cum | 6639.15 | 6639.15 | 6.38 | False | None | None | False | None | False | 42357.777 | 0 | | 3448381 | 122540 | None | 2.3.1 | Centering and Shuttering Charges for Side Wall.PWD SR 23-24 ( Vol 1) It No. 2.3.1 Pg. No. 16
| Cum | 3983.49 | 3983.49 | 6.38 | False | None | None | False | None | False | 25414.6662 | 0 | | 3448382 | 122540 | None | 2.3.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. PWD SR 23-24 ( Vol 1) It No. 2.3.1 Pg. No. 16
| Cum | 6639.15 | 6639.15 | 0.81 | False | None | None | False | None | False | 5377.7115 | 0 | | 3448383 | 122540 | None | 2.3.1 | Centering and Shuttering Charges for Roof Slab PWD SR 23-24 ( Vol 1) It No. 2.3.1 Pg. No. 16
| Cum | 3319.58 | 3319.58 | 0.81 | False | None | None | False | None | False | 2688.8598 | 0 | | 3448384 | 122540 | None | 2.11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. BuildingPWD SR 23-24 ( Vol 1) It No. 2.11 Pg. No. 16
| Tonne | 93929.85 | 93929.85 | 0.85 | False | None | None | False | None | False | 79840.3725 | 0 | | 3448385 | 122540 | None | 8.2.1 | 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.PWD SR 23-24 ( Vol 2) It No. 8.2.1 Pg. No. 41
| Sqm | 309.75 | 309.75 | 28.06 | False | None | None | False | None | False | 8691.585 | 0 |
| | 1720071675000 | 0 | None | None | Buildings | BOREWELL DRILLING & INSTALLATION OF MOTOR | 319572.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3448386 | 122541 | None | 12.4 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete. PWD SR 23-24 ( Vol 5) It No. 12.4 Pg. No. 122
| Job | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 3448387 | 122541 | None | 12.1.1 | 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 ) (Above 450m of drilling add 10% for every 50m depth) 0 to 50 Mtrs
PWD SR 23-24 ( Vol 5) It No. 12.1.1 Pg. No. 139
| Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 3448388 | 122541 | None | 12.1.2 | 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 ) (Above 450m of drilling add 10% for every 50m depth) PWD SR 23-24 ( Vol 5) It No. 12.1.2 Pg. No. 139
| Mtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 3448389 | 122541 | None | 12.1.3 | 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 ) (Above 450m of drilling add 10% for every 50m depth) PWD SR 23-24 ( Vol 5) It No. 12.1.3 Pg. No. 139
| Mtr | 517.65 | 517.65 | 50.0 | False | None | None | False | None | False | 25882.5 | 0 | | 3448390 | 122541 | None | 12.1.4 | 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 ) (Above 450m of drilling add 10% for every 50m depth) PWD SR 23-24 ( Vol 5) It No. 12.1.4 Pg. No. 139
| Mtr | 600.6 | 600.6 | 20.0 | False | None | None | False | None | False | 12012.0 | 0 | | 3448391 | 122541 | None | 12.32 | 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.PWD SR 23-24 ( Vol 5) It No. 12.32 Pg. No. 143
| Mtr | 2029.65 | 2029.65 | 30.0 | False | None | None | False | None | False | 60889.5 | 0 | | 3448392 | 122541 | None | 12.33 | 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 PWD SR 23-24 ( Vol 5) It No. 12.33 Pg. No. 143
| Nos | 157.5 | 157.5 | 6.0 | False | None | None | False | None | False | 945.0 | 0 | | 3448393 | 122541 | None | 12.34 | Providing and laying at site of work MS casing caps 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 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 PWD SR 23-24 ( Vol 5) It No. 12.34 Pg. No. 143
| Nos | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 3448394 | 122541 | None | 13.11.1 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. 3.00 HP - 300 LPM @ 26 m = 5 STG Outlet Dia - 2.50 PWD SR 23-24 ( Vol 5) It No. 13.11.1 Pg. No. 151
| Nos | 24326.4 | 24326.4 | 1.0 | False | None | None | False | None | False | 24326.4 | 0 | | 3448395 | 122541 | None | 13.43.1 | Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments. Upto 7.5 HP centrifugal pump PWD SR 23-24 ( Vol 5) It No. 13.43.1 Pg. No. 157
| Nos | 9975.0 | 9975.0 | 1.0 | False | None | None | False | None | False | 9975.0 | 0 | | 3448396 | 122541 | None | 517 | Supply HDPE pipe grade PE80-PN8.0, 90mm centrifugal pump PWD SR 23-24 ( Vol 5) It No. 517 Pg. No. A40
| Mtr | 278.25 | 278.25 | 227.0 | False | None | None | False | None | False | 63162.75 | 0 | | 3448397 | 122541 | None | 13.22.2 | 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. PWD SR 23-24 ( Vol 5) It No. 13.22.2 Pg. No. A40
| Mtr | 89.25 | 89.25 | 270.0 | False | None | None | False | None | False | 24097.5 | 0 | | 3448398 | 122541 | None | 13.32 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer
incharge of work.
PWD SR 23-24 ( Vol 5) It No. 13.32 Pg. No. 156
| Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3448399 | 122541 | None | 13.32 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer
incharge of work.
PWD SR 23-24 ( Vol 5) It No. 13.32 Pg. No. 156
| Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 3448400 | 122541 | None | 13.34 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. PWD SR 23-24 ( Vol 5) It No. 13.34 Pg. No. 156
| Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 3448401 | 122541 | None | 13.31.4 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall PWD SR 23-24 ( Vol 2) It No. 13.31.4 Pg. No. 122
| Mtr | 420.0 | 420.0 | 35.0 | False | None | None | False | None | False | 14700.0 | 0 | | 3448402 | 122541 | None | 13.34 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. PWD SR 23-24 ( Vol 1) It No. 13.34 Pg. No. 123
| Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 |
| | 1720071675000 | 0 | None | None | Buildings | RAIN WATER HARWESTING | 33610.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3448403 | 122542 | None | 13.48 | Providing and fixing on wall face unplasticised rigid PVC Rain water
pipe 100mm dia
PWD SR 2023-24 It Code: 13.48 Rate: 291.00 | Rmtr | 305.55 | 305.55 | 110.0 | False | None | None | False | None | False | 33610.5 | 0 |
|
|
|---|