tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1716208308000 | 1 | None | None | Buildings | BLOCK 01 - PROPOSED GENTS TOILET BLOCK AT GROUND FLOOR - GENERAL | 1207124.11 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139430 | 107910 | None | R 2023-24 Item No : 1.15.2 , Page No : 9 Vol 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 Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No : 9 Vol 1 ) | Cum | 446.25 | 446.25 | 44.38 | False | None | None | False | None | False | 19804.575 | 0 | 3139431 | 107910 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 4.69 | False | None | None | False | None | False | 29492.8305 | 0 | 3139432 | 107910 | None | SR 2023-24,Vol-2, SL.No. 5.3, p. No.9 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (COMMON SR 2023-24,Vol-2, SL.No. 5.3, p. No.9). | Cum | 6515.25 | 6515.25 | 9.5 | False | None | None | False | None | False | 61894.875 | 0 | 3139433 | 107910 | None | SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) (SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9). | Cum | 6708.45 | 6708.45 | 12.07 | False | None | None | False | None | False | 80970.9915 | 0 | 3139434 | 107910 | None | SR 2023-24, Vol-2,SL.No. 8.3.1, P. No.41 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 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-in-charge. (SR 2023-24, Vol-2,SL.No. 8.3.1, P. No.41). | Sqm | 371.7 | 371.7 | 19.15 | False | None | None | False | None | False | 7118.055 | 0 | 3139435 | 107910 | None | SR 2023-24 Item No : 2.4.3 , Page No : 16 , Vol 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 ) | Cum | 6652.8 | 6652.8 | 8.72 | False | None | None | False | None | False | 58012.416 | 0 | 3139436 | 107910 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Footing 8% | Cum | 532.22 | 532.22 | 4.87 | False | None | None | False | None | False | 2591.9114 | 0 | 3139437 | 107910 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Columns upto Plinth Beam Bottom 70%
| Cum | 4656.96 | 4656.96 | 0.84 | False | None | None | False | None | False | 3911.8464 | 0 | 3139438 | 107910 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 plinth beam - 50% | Cum | 3326.4 | 3326.4 | 3.01 | False | None | None | False | None | False | 10012.464 | 0 | 3139439 | 107910 | None | SR 2023-24 Item No : 2.5.2 , Page No : 16 , Vol 1 | 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 ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 ) | Cum | 7185.15 | 7185.15 | 13.06 | False | None | None | False | None | False | 93838.059 | 0 | 3139440 | 107910 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Columns -70% | Cum | 5029.6 | 5029.6 | 1.26 | False | None | None | False | None | False | 6337.296 | 0 | 3139441 | 107910 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 RCC Lintel -70% | Cum | 4311.08 | 4311.08 | 1.19 | False | None | None | False | None | False | 5130.1852 | 0 | 3139442 | 107910 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Roof Beam -60% | Cum | 4311.08 | 4311.08 | 2.01 | False | None | None | False | None | False | 8665.2708 | 0 | 3139443 | 107910 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 slab- 50% | Cum | 3592.57 | 3592.57 | 8.19 | False | None | None | False | None | False | 29423.1483 | 0 | 3139444 | 107910 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 | Cum | 3233.31 | 3233.31 | 0.41 | False | None | None | False | None | False | 1325.6571 | 0 | 3139445 | 107910 | None | SR 2023-24 Item No : 2.11 a, Page No : 18 , Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | Tonne | 93929.85 | 93929.85 | 2.2 | False | None | None | False | None | False | 206645.67 | 0 | 3139446 | 107910 | None | SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34) | Cum | 279.3 | 279.3 | 14.11 | False | None | None | False | None | False | 3940.923 | 0 | 3139447 | 107910 | None | SR 2023-24, Vol-1, SI.No.1.8, P.No -33 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No -33) | Cum | 497.7 | 497.7 | 40.05 | False | None | None | False | None | False | 19932.885 | 0 | 3139448 | 107910 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 4.55 | False | None | None | False | None | False | 28612.4475 | 0 | 3139449 | 107910 | None | SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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. (COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13). | Cum | 8376.9 | 8376.9 | 12.6 | False | None | None | False | None | False | 105548.94 | 0 | 3139450 | 107910 | None | SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (COMMON SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14) | Sqm | 1024.8 | 1024.8 | 42.44 | False | None | None | False | None | False | 43492.512 | 0 | 3139451 | 107910 | None | SR 2023-24 Item No.12.93.1., Page No.111 Vol 2 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (PWD SR 2023-24 Item No.12.93.1., Page No.111 Vol 2) | m | 737.1 | 737.1 | 36.6 | False | None | None | False | None | False | 26977.86 | 0 | 3139452 | 107910 | None | R 2023-24 Item No.12.94.1., Page No.112 Vol 2 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (PWD SR 2023-24 Item No.12.94.1., Page No.112 Vol 2) | Sqm | 3659.25 | 3659.25 | 11.97 | False | None | None | False | None | False | 43801.2225 | 0 | 3139453 | 107910 | None | SR 2023-24 Item No.12.85, Page No.109 Vol 2 | Providing fixing of louvered ventilator made out of multi chambered UPVC Matching to RAL-9016) sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free with gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium powder coated in white will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm. The cost is inclusive of all fixtures and separate charges for minor T Ps shall not be made) (PWD SR 2023-24 Item No.12.85, Page No.109 Vol 2) | Sqm | 6004.95 | 6004.95 | 4.2 | False | None | None | False | None | False | 25220.79 | 0 | 3139454 | 107910 | None | SR 2023-24 Item No.8.1.2, Page No.41 Vol 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. (PWD SR 2023-24 Item No.8.1.2, Page No.41 Vol 2) | Sqm | 253.05 | 253.05 | 231.86 | False | None | None | False | None | False | 58672.173 | 0 | 3139455 | 107910 | None | SR 2023-24 Item No.8.9, Page No.42 Vol 2 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 Item No.8.9, Page No.42 Vol 2) | Sqm | 404.25 | 404.25 | 65.28 | False | None | None | False | None | False | 26389.44 | 0 | 3139456 | 107910 | None | SR 2023-24 Item No.9.11, Page No.60 Vol 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. (PWD SR 2023-24 Item No.9.11, Page No.60 Vol 2) | Sqm | 933.45 | 933.45 | 45.51 | False | None | None | False | None | False | 42481.3095 | 0 | 3139457 | 107910 | None | SR 2023-24 Item No.10.14, Page No.71 Vol 2 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. (PWD SR 2023-24 Item No.10.14, Page No.71 Vol 2) | Sqm | 1161.3 | 1161.3 | 56.22 | False | None | None | False | None | False | 65288.286 | 0 | 3139458 | 107910 | None | SR 2023-24 Item No.8.51, Page No.50 Vol 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. (SR 2023-24 Item No.8.51, Page No.50 Vol 2) | Sqm | 105.0 | 105.0 | 231.85 | False | None | None | False | None | False | 24344.25 | 0 | 3139459 | 107910 | None | SR 2023-24 Item No.8.54.2, Page No.50 Vol 2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (SR 2023-24 Item No.8.54.2, Page No.50 Vol 2) | Sqm | 115.5 | 115.5 | 231.85 | False | None | None | False | None | False | 26778.675 | 0 | 3139460 | 107910 | None | SR 2023-24 Item No.8.27, Page No.45 Vol 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. (SR 2023-24 Item No.8.27, Page No.45 Vol 2) | Sqm | 55.65 | 55.65 | 297.13 | False | None | None | False | None | False | 16535.2845 | 0 | 3139461 | 107910 | None | SR 2023-24 Item No.8.28, Page No.45 Vol 2 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24 Item No.8.28, Page No.45 Vol 2) | Sqm | 93.45 | 93.45 | 65.28 | False | None | None | False | None | False | 6100.416 | 0 | 3139462 | 107910 | None | SR 2023-24 Item No : 19.2.1 , Page No : 187 Vol 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. ( SR 2023-24 Item No : 19.2.1 , Page No : 187 Vol 2 ) | Cum | 1746.15 | 1746.15 | 4.87 | False | None | None | False | None | False | 8503.7505 | 0 | 3139463 | 107910 | None | SR 2023-24 Item No : 20.120 , Page No : 209 Vol 2 | Cleaning of reinforcement from rust by Alkaline solution thoroughly as per direction of Engineer in charge of work ( SR 2023-24 Item No : 20.120 , Page No : 209 Vol 2 ) | Sqm | 193.2 | 193.2 | 48.28 | False | None | None | False | None | False | 9327.696 | 0 |
| 1716208308000 | 0 | None | None | Buildings | BLOCK 01 - PROPOSED LADIES TOILET BLOCK AT FIRST FLOOR - GENERAL | 1127271.8 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139464 | 107911 | None | SR 2023-24 Item No : 2.5.2 , Page No : 16 , Vol 1 | 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 ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 ) | Cum | 7257.0 | 7257.0 | 13.42 | False | None | None | False | None | False | 97388.94 | 0 | 3139465 | 107911 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Columns -70% | Cum | 5079.9 | 5079.9 | 1.5 | False | None | None | False | None | False | 7619.85 | 0 | 3139466 | 107911 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 RCC Lintel- 70% | Cum | 4354.2 | 4354.2 | 1.19 | False | None | None | False | None | False | 5181.498 | 0 | 3139467 | 107911 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Roof Beam- 60% | Cum | 4354.2 | 4354.2 | 2.01 | False | None | None | False | None | False | 8751.942 | 0 | 3139468 | 107911 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Roof Slab - 60% | Cum | 3628.5 | 3628.5 | 8.19 | False | None | None | False | None | False | 29717.415 | 0 | 3139469 | 107911 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Chejja- 50% | Cum | 3265.65 | 3265.65 | 0.53 | False | None | None | False | None | False | 1730.7945 | 0 | 3139470 | 107911 | None | SR 2023-24 Item No : 2.11 a, Page No : 18 , Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | Tonne | 94869.15 | 94869.15 | 1.37 | False | None | None | False | None | False | 129970.7355 | 0 | 3139471 | 107911 | None | SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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. (COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13). | Cum | 8460.67 | 8460.67 | 15.9 | False | None | None | False | None | False | 134524.653 | 0 | 3139472 | 107911 | None | SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (COMMON SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14) | Sqm | 1035.05 | 1035.05 | 84.6 | False | None | None | False | None | False | 87565.23 | 0 | 3139473 | 107911 | None | SR 2023-24 Item No.12.93.1., Page No.111 Vol 2 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (PWD SR 2023-24 Ballari Circle Item No.12.93.1., Page No.111 Vol 2) | m | 744.47 | 744.47 | 66.6 | False | None | None | False | None | False | 49581.702 | 0 | 3139474 | 107911 | None | SR 2023-24 Item No.12.94.1., Page No.112 Vol 2 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (PWD SR 2023-24 Ballari Circle Item No.12.94.1., Page No.112 Vol 2) | Sqm | 3695.84 | 3695.84 | 21.42 | False | None | None | False | None | False | 79164.8928 | 0 | 3139475 | 107911 | None | SR 2023-24 Item No.12.85, Page No.109 Vol 2 | Providing fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (PWD SR 2023-24 Ballari Circle Item No.12.85, Page No.109 Vol 2) | Sqm | 6064.99 | 6064.99 | 5.4 | False | None | None | False | None | False | 32750.946 | 0 | 3139476 | 107911 | None | SR 2023-24 Item No.8.1.2, Page No.41 Vol 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. (PWD SR 2023-24 Ballari Circle Item No.8.1.2, Page No.41 Vol 2) | Sqm | 255.58 | 255.58 | 324.43 | False | None | None | False | None | False | 82917.8194 | 0 | 3139477 | 107911 | None | SR 2023-24 Item No.8.9, Page No.42 Vol 2 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 Ballari Circle Item No.8.9, Page No.42 Vol 2) | Sqm | 408.29 | 408.29 | 95.12 | False | None | None | False | None | False | 38836.5448 | 0 | 3139478 | 107911 | None | SR 2023-24 Item No.9.11, Page No.60 Vol 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. (PWD SR 2023-24 Ballari Circle Item No.9.11, Page No.60 Vol 2) | Sqm | 942.78 | 942.78 | 45.51 | False | None | None | False | None | False | 42905.9178 | 0 | 3139479 | 107911 | None | SR 2023-24 Item No.10.14, Page No.71 Vol 2 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. (PWD SR 2023-24 Ballari Circle Item No.10.14, Page No.71 Vol 2) | Sqm | 1172.91 | 1172.91 | 109.6 | False | None | None | False | None | False | 128550.936 | 0 | 3139480 | 107911 | None | SR 2023-24 Item No.8.51, Page No.50 Vol 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. (SR 2023-24 Ballari Circle Item No.8.51, Page No.50 Vol 2) | Sqm | 106.05 | 106.05 | 324.42 | False | None | None | False | None | False | 34404.741 | 0 | 3139481 | 107911 | None | SR 2023-24 Item No.8.54.2, Page No.50 Vol 2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (SR 2023-24 Ballari Circle Item No.8.54.2, Page No.50 Vol 2) | Sqm | 116.65 | 116.65 | 324.42 | False | None | None | False | None | False | 37843.593 | 0 | 3139482 | 107911 | None | SR 2023-24 Item No.8.27, Page No.45 Vol 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. (SR 2023-24 Ballari Circle Item No.8.27, Page No.45 Vol 2) | Sqm | 56.2 | 56.2 | 419.54 | False | None | None | False | None | False | 23578.148 | 0 | 3139483 | 107911 | None | SR 2023-24 Item No.8.28, Page No.45 Vol 2 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24 Ballari Circle Item No.8.28, Page No.45 Vol 2) | Sqm | 94.38 | 94.38 | 95.12 | False | None | None | False | None | False | 8977.4256 | 0 | 3139484 | 107911 | None | SR 2023-24, Vol-2, Page No. 149. SL.No. 15.1 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (COMMON SR 2023-24, Vol-2, Page No. 149. SL.No. 15.1) | Sqm | 866.43 | 866.43 | 54.59 | False | None | None | False | None | False | 47298.4137 | 0 | 3139485 | 107911 | None | SR 2023-24 Item No : 19.2.1 , Page No : 187 Vol 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. ( SR 2023-24 / Item No : 19.2.1 , Page No : 187 Vol 2 ) | Cum | 1763.61 | 1763.61 | 4.87 | False | None | None | False | None | False | 8588.7807 | 0 | 3139486 | 107911 | None | SR 2023-24 Item No : 20.120 , Page No : 209 Vol 2 | Cleaning of reinforcement from rust by Alkaline solution thoroughly as per direction of Engineer in charge of work ( SR 2023-24 / Item No : 20.120 , Page No : 209 Vol 2 ) | Sqm | 195.13 | 195.13 | 48.28 | False | None | None | False | None | False | 9420.8764 | 0 |
| 1716208308000 | 0 | None | None | Buildings | BLOCK 01 - PROPOSED REST ROOM AT FIRST FLOOR - GENERAL | 1177201.55 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139487 | 107912 | None | SR 2023-24 Item No : 2.5.2 , Page No : 16 , Vol 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and 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 ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 ) | Cum | 7257.0 | 7257.0 | 20.57 | False | None | None | False | None | False | 149276.49 | 0 | 3139488 | 107912 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering and Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Columns- 70% | Cum | 5079.9 | 5079.9 | 2.14 | False | None | None | False | None | False | 10870.986 | 0 | 3139489 | 107912 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering and Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 RCC Lintel -70%
| Cum | 4354.2 | 4354.2 | 1.17 | False | None | None | False | None | False | 5094.414 | 0 | 3139490 | 107912 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering and Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Roof Beam-60%
| Cum | 4354.2 | 4354.2 | 4.71 | False | None | None | False | None | False | 20508.282 | 0 | 3139491 | 107912 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering and Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Roof Slab -60%
| Cum | 3628.5 | 3628.5 | 12.06 | False | None | None | False | None | False | 43759.71 | 0 | 3139492 | 107912 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering and Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Chejja -45% | Cum | 3265.65 | 3265.65 | 0.49 | False | None | None | False | None | False | 1600.1685 | 0 | 3139493 | 107912 | None | SR 2023-24 Item No : 2.11 a, Page No : 18 , Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | Tonne | 94869.15 | 94869.15 | 2.14 | False | None | None | False | None | False | 203019.981 | 0 | 3139494 | 107912 | None | COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work. (COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13). | Cum | 8460.67 | 8460.67 | 24.77 | False | None | None | False | None | False | 209570.7959 | 0 | 3139495 | 107912 | None | COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13 | Providing Red 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. (PWD SR 2023-24 Ballari Circle Item No.12.13.2, Page No.100 Vol 2) | Cum | 105625.8 | 105625.8 | 0.18 | False | None | None | False | None | False | 19012.644 | 0 | 3139496 | 107912 | None | R 2023-24 Item No.12.57.1., Page No.105 vol 2 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. -do- 30 mm thick Both side teak (PWD SR 2023-24 Ballari Circle Item No.12.57.1., Page No.105 vol 2) | Sqm | 4287.6 | 4287.6 | 5.76 | False | None | None | False | None | False | 24696.576 | 0 | 3139497 | 107912 | None | SR 2023-24 Item No.12.90, Page No.110 Vol 2 | Providing and 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 hardwareand Multi point locking system with touch lock. Wall thickness of frame and 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 TandP's shall not be made) (PWD SR 2023-24 Ballari Circle Item No.12.90, Page No.110 Vol 2) | Sqm | 7141.4 | 7141.4 | 10.8 | False | None | None | False | None | False | 77127.12 | 0 | 3139498 | 107912 | None | SR 2023-24 Item No.8.1.2, Page No.41 Vol 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. (PWD SR 2023-24 Ballari Circle Item No.8.1.2, Page No.41 Vol 2) | Sqm | 255.58 | 255.58 | 143.49 | False | None | None | False | None | False | 36673.1742 | 0 | 3139499 | 107912 | None | SR 2023-24 Item No.8.9, Page No.42 Vol 2 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 Ballari Circle Item No.8.9, Page No.42 Vol 2) | Sqm | 408.29 | 408.29 | 109.58 | False | None | None | False | None | False | 44740.4182 | 0 | 3139500 | 107912 | None | SR 2023-24 Item No.9.12.2, Page No.60 Vol 2 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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 at 3.3 kg m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (PWD SR 2023-24 Ballari Circle Item No.9.12.2, Page No.60 Vol 2) | Sqm | 1214.27 | 1214.27 | 45.51 | False | None | None | False | None | False | 55261.4277 | 0 | 3139501 | 107912 | None | SR 2023-24 Item No.10.14, Page No.71 Vol 2 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry at 3.3kg m2, including pointing in white cement mixed with pigment of matching shade complete. (PWD SR 2023-24 Ballari Circle Item No.10.14, Page No.71 Vol 2) | Sqm | 1172.91 | 1172.91 | 2.0 | False | None | None | False | None | False | 2345.82 | 0 | 3139502 | 107912 | None | SR 2023-24 Item No.8.51, Page No.50 Vol 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. (SR 2023-24 Ballari Circle Item No.8.51, Page No.50 Vol 2) | Sqm | 106.05 | 106.05 | 143.49 | False | None | None | False | None | False | 15217.1145 | 0 | 3139503 | 107912 | None | SR 2023-24 Item No.8.54.2, Page No.50 Vol 2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (SR 2023-24 Ballari Circle Item No.8.54.2, Page No.50 Vol 2) | Sqm | 116.65 | 116.65 | 143.49 | False | None | None | False | None | False | 16738.1085 | 0 | 3139504 | 107912 | None | SR 2023-24 Item No.8.27, Page No.45 Vol 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. (SR 2023-24 Ballari Circle Item No.8.27, Page No.45 Vol 2) | Sqm | 56.2 | 56.2 | 253.07 | False | None | None | False | None | False | 14222.534 | 0 | 3139505 | 107912 | None | SR 2023-24 Item No.8.28, Page No.45 Vol 2 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied at 4.84 kg 10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24 Ballari Circle Item No.8.28, Page No.45 Vol 2) | Sqm | 94.38 | 94.38 | 109.58 | False | None | None | False | None | False | 10342.1604 | 0 | 3139506 | 107912 | None | SR 2023-24 Item No.11.34B, Page No.85 Vol 2 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings wooden frames with rawl plugs screws etc. (PWD SR 2023-24 Ballari Circle Item No.11.34B, Page No.85 Vol 2) | Kg | 194.07 | 194.07 | 226.8 | False | None | None | False | None | False | 44015.076 | 0 | 3139507 | 107912 | None | SR 2023-24 Item No.8.41, Page No.48 vol 2 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 2023-24 Ballari Circle Item No.8.41, Page No.48 vol 2) | Sqm | 177.1 | 177.1 | 10.8 | False | None | None | False | None | False | 1912.68 | 0 | 3139508 | 107912 | None | SR 2023-24, SL No 8.34.1, VOL-2, P.No .47 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 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. (COMMON SR 2023-24, SL No 8.34.1, VOL-2, P.No .47) | Sqm | 56.2 | 56.2 | 5.76 | False | None | None | False | None | False | 323.712 | 0 | 3139509 | 107912 | None | SR 2023-24, Vol-2, Page No. 149. SL.No. 15.1 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace Chajjas Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats at 1.6 kg m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer at150 g m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (COMMON SR 2023-24, Vol-2, Page No. 149. SL.No. 15.1) | Sqm | 866.43 | 866.43 | 80.39 | False | None | None | False | None | False | 69652.3077 | 0 | 3139510 | 107912 | None | SR 2023-24 Item No : 19.2.1 , Page No : 187 Vol 2 | Demolishing cement concrete manually by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. ( SR 2023-24 Item No : 19.2.1 , Page No : 187 Vol 2 ) | Cum | 1763.61 | 1763.61 | 4.68 | False | None | None | False | None | False | 8253.6948 | 0 | 3139511 | 107912 | None | SR 2023-24 Item No : 20.120 , Page No : 209 Vol 2 | Cleaning of reinforcement from rust by Alkaline solution thoroughly as per direction of Engineer in charge of work ( SR 2023-24 Item No : 20.120 , Page No : 209 Vol 2 ) | Sqm | 195.13 | 195.13 | 47.63 | False | None | None | False | None | False | 9294.0419 | 0 | 3139512 | 107912 | None | SR 2023-24 Item No.22.20, Page No.219 vol 2 | Providing and fixing of Tea table 900mm x 750mm 450mm with 12mm thick ethched tempered glass with bevelled drawing made out of BWP ply and out faces laminated with 4mm thick veneer or 1mm thick laminate (PWD SR 2023-24 Ballari Circle Item No.22.20, Page No.219 vol 2) | No | 7953.75 | 7953.75 | 2.0 | False | None | None | False | None | False | 15907.5 | 0 | 3139513 | 107912 | None | COMMON SR 2023-24, SL No 22.30, VOL-2, P.No .219 | Providing and fixing Vertical Blinds of reputed make of shape 100mm regular fabric with powder coated aluminium channel, telting with PVC Chain system with all necessary fittings and fixtures as per direction of Engineer in charge (COMMON SR 2023-24, SL No 22.30, VOL-2, P.No .219) | Sqm | 901.42 | 901.42 | 10.8 | False | None | None | False | None | False | 9735.336 | 0 | 3139514 | 107912 | None | COMMON SR 2023-24, Vol-2, P No. 220. SL.No. 22.29 | Providing and supplying Pillow polyester fibre with good sleeping comfort of size 60cm x 40cm as per direction of engineer in charge (COMMON SR 2023-24, Vol-2, Page No. 220. SL.No. 22.29) | No | 159.07 | 159.07 | 4.0 | False | None | None | False | None | False | 636.28 | 0 | 3139515 | 107912 | None | SR 2023-24, Vol-2, Page No. 220. SL.No. 22.37) | Providing and supplying Single size 6ft x 2.5ft Soft PU foam 5 inch thick mattress of reputed make with better enhanced air circulation and breathability and sleeping comfort of size as per direction of engineer in charge (COMMON SR 2023-24, Vol-2, Page No. 220. SL.No. 22.37) | No | 7423.5 | 7423.5 | 4.0 | False | None | None | False | None | False | 29694.0 | 0 | 3139516 | 107912 | None | Non Sr | Unbranded Cotton Single (1bedsheet and 1 pillow cover) BedSheets-Handicraft
NA (POLYCOTTON SINGLE BEDSHEET) Product ID-5116877-18770569277 | No | 699.0 | 699.0 | 1.0 | False | None | None | False | None | False | 699.0 | 0 | 3139517 | 107912 | None | Non Sr | SMWKNP Metal Beds (WithoutMattress) With Frame of MS Pipe SMWKNP (SMW KNP MB) Product ID- 5116877-23894119920 | No | 12000.0 | 12000.0 | 1.0 | False | None | None | False | None | False | 12000.0 | 0 | 3139518 | 107912 | None | Non Sr | Unbranded 3 Seater Public PlaceSeating Chair of SS 304 with armand backrest WITHOUT CUSHIONHEET) Product ID- 5116877-32965161254 | No | 15000.0 | 15000.0 | 1.0 | False | None | None | False | None | False | 15000.0 | 0 |
| 1716208308000 | 0 | None | None | Buildings | BLOCK 01 - Electrification Work - GENERAL | 241493.7 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139519 | 107913 | 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 2 mm thick | Mtr | 69.3 | 69.3 | 240.0 | False | None | None | False | None | False | 16632.0 | 0 | 3139520 | 107913 | None | 1.2.2 | 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. - 25 mm dia 2 mm thick | Mtr | 81.9 | 81.9 | 170.0 | False | None | None | False | None | False | 13923.0 | 0 | 3139521 | 107913 | None | 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box -19/20 mm deep Junction box | Each | 51.45 | 51.45 | 24.0 | False | None | None | False | None | False | 1234.8 | 0 | 3139522 | 107913 | None | 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box -19/20 mm deep Junction box -25 mm deep Junction box | Each | 53.55 | 53.55 | 17.0 | False | None | None | False | None | False | 910.35 | 0 | 3139523 | 107913 | 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 | Each | 274.05 | 274.05 | 12.0 | False | None | None | False | None | False | 3288.6 | 0 | 3139524 | 107913 | 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 | Each | 334.95 | 334.95 | 8.0 | False | None | None | False | None | False | 2679.6 | 0 | 3139525 | 107913 | 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 | Each | 298.2 | 298.2 | 12.0 | False | None | None | False | None | False | 3578.4 | 0 | 3139526 | 107913 | 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 | Each | 361.2 | 361.2 | 8.0 | False | None | None | False | None | False | 2889.6 | 0 | 3139527 | 107913 | 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 | 30.45 | 30.45 | 410.0 | False | None | None | False | None | False | 12484.5 | 0 | 3139528 | 107913 | None | 1.13 | Supplying And Fixing Metal Fan Box with Round Hook. | No. | 122.85 | 122.85 | 4.0 | False | None | None | False | None | False | 491.4 | 0 | 3139529 | 107913 | None | 2.2.1 | 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 | 282.45 | 282.45 | 30.0 | False | None | None | False | None | False | 8473.5 | 0 | 3139530 | 107913 | None | 2.2.2 | 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 Medium point up to 6 Mtr from tapping piont out | Point | 397.95 | 397.95 | 10.0 | False | None | None | False | None | False | 3979.5 | 0 | 3139531 | 107913 | None | 2.3.1 | 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. -1.0 Sqmm | Mtr | 19.95 | 19.95 | 480.0 | False | None | None | False | None | False | 9576.0 | 0 | 3139532 | 107913 | 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 | 27.3 | 27.3 | 260.0 | False | None | None | False | None | False | 7098.0 | 0 | 3139533 | 107913 | None | 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. -2.5 Sqmm | Mtr | 44.1 | 44.1 | 160.0 | False | None | None | False | None | False | 7056.0 | 0 | 3139534 | 107913 | None | 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. -4 Sqmm | Mtr | 66.15 | 66.15 | 160.0 | False | None | None | False | None | False | 10584.0 | 0 | 3139535 | 107913 | 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 | Each | 374.85 | 374.85 | 6.0 | False | None | None | False | None | False | 2249.1 | 0 | 3139536 | 107913 | 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 Switch | Each | 342.3 | 342.3 | 6.0 | False | None | None | False | None | False | 2053.8 | 0 | 3139537 | 107913 | 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 | Each | 107.1 | 107.1 | 182.0 | False | None | None | False | None | False | 19492.2 | 0 | 3139538 | 107913 | None | 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket | Each | 247.8 | 247.8 | 32.0 | False | None | None | False | None | False | 7929.6 | 0 | 3139539 | 107913 | None | 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket | Each | 179.55 | 179.55 | 48.0 | False | None | None | False | None | False | 8618.4 | 0 | 3139540 | 107913 | None | 3.14.5 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board.-6A Bakelite Ceiling Rose | No | 81.9 | 81.9 | 55.0 | False | None | None | False | None | False | 4504.5 | 0 | 3139541 | 107913 | None | 3.14.6 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board.-6A Pendant Holder | No | 74.55 | 74.55 | 35.0 | False | None | None | False | None | False | 2609.25 | 0 | 3139542 | 107913 | 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 lessthan 80. Power Input: 220-240V@ 50/60Hz & Power factor less than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. | Each | 724.5 | 724.5 | 10.0 | False | None | None | False | None | False | 7245.0 | 0 | 3139543 | 107913 | 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 greater than 80. Power Input: 220-240V @ 50/60Hz & Power factor less than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition | Each | 929.25 | 929.25 | 25.0 | False | None | None | False | None | False | 23231.25 | 0 | 3139544 | 107913 | None | 11.25.2 | 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. | Each | 357.0 | 357.0 | 10.0 | False | None | None | False | None | False | 3570.0 | 0 | 3139545 | 107913 | None | 6.4.2 | Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power input 48 W +/- 10 %, Rated current As per IS:374/79, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated airdelivery 210 +/- 10% Cubic Meter Minimum, Rated servicevalue 4.2 CMM / W, Three Blades of blade leaf 1.05 mm thickAluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over andambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/1979 with latest amendment, 2 year manufacturer Warranty. | Each | 2810.85 | 2810.85 | 4.0 | False | None | None | False | None | False | 11243.4 | 0 | 3139546 | 107913 | None | 6.2.1 | Supplying of 1440rpm heavy duty exhaust fan with bracketblades suitable to operate on 230V 50Hz, AC Supply complete. | Each | 3117.45 | 3117.45 | 6.0 | False | None | None | False | None | False | 18704.7 | 0 | 3139547 | 107913 | 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. | Each | 128.1 | 128.1 | 35.0 | False | None | None | False | None | False | 4483.5 | 0 | 3139548 | 107913 | None | 13.11 | Fixing a ceiling /wall mounting fan of all capacities and all types, with necessary clA and 'S' hook made out of 15mm dia MS rod, with 5 A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. | Each | 315.0 | 315.0 | 4.0 | False | None | None | False | None | False | 1260.0 | 0 | 3139549 | 107913 | None | 13.13 | Fixing one exhaust fan after making a suitable notch in thewall and finishing with cement mortar and colouring to matchthe existing wall or brackets, with bolts and nuts and a 5 A,ceiling rose with sufficient length of 23 / 0.0076 inch PVCinsulated twin core wire of approved make with wire meshand wooden frame | Each | 742.35 | 742.35 | 6.0 | False | None | None | False | None | False | 4454.1 | 0 | 3139550 | 107913 | None | 5.19..3 | 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. III - Double Door | Each | 1566.6 | 1566.6 | 1.0 | False | None | None | False | None | False | 1566.6 | 0 | 3139551 | 107913 | 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 A SP | Each | 435.75 | 435.75 | 4.0 | False | None | None | False | None | False | 1743.0 | 0 | 3139552 | 107913 | None | 5.18.4 | 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 A DP | Each | 775.95 | 775.95 | 4.0 | False | None | None | False | None | False | 3103.8 | 0 | 3139553 | 107913 | None | 51.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg Escom SR 2023-24, (Page No- 22, Vol-6 ) | Nos | 780.15 | 780.15 | 3.0 | False | None | None | False | None | False | 2340.45 | 0 | 3139554 | 107913 | None | 51.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each Escom SR 2023-24, (Page No- 22, Vol-6 ) | Nos | 709.8 | 709.8 | 6.0 | False | None | None | False | None | False | 4258.8 | 0 | 3139555 | 107913 | None | 51.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Escom SR 2023-24, (Page No- 22, Vol-6 ) | Bag | 325.5 | 325.5 | 6.0 | False | None | None | False | None | False | 1953.0 | 0 |
| 1716208308000 | 0 | None | None | Buildings | BLOCK 1 - WATER SUPPLY AND SANITARY WORKS - GENERAL | 1167482.83 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139556 | 107914 | None | 1.2.1 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. ( SR 2023-24 / Item No : 14.44 , Page No : 138 Vol 2) | Each | 11785.2 | 11785.2 | 15.0 | False | None | None | False | None | False | 176778.0 | 0 | 3139557 | 107914 | None | 1.2.2 | 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 ( SR 2023-24 / Item No : 14.1 , Page No : 131 Vol 2) | Each | 5128.2 | 5128.2 | 10.0 | False | None | None | False | None | False | 51282.0 | 0 | 3139558 | 107914 | None | 1.5.1 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti tions by cutting a chase of appropriate width with chase cutter and embed ding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.(PWD SR 2023-24 Ballari Circle Item No.10.8, Page No.70 Vol 2) | Sqm | 2928.45 | 2928.45 | 13.2 | False | None | None | False | None | False | 38655.54 | 0 | 3139559 | 107914 | None | 1.5.2 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. ( SR 2023-24 / Item No : 14.23 , Page No : 135 Vol 2) | Each | 1211.7 | 1211.7 | 11.0 | False | None | None | False | None | False | 13328.7 | 0 | 3139560 | 107914 | None | 3.4.5 | Providing and fixing PTMT urinal cock of approved quality and colour using 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 g.. ( SR 2023-24 / Item No : 14.43 , Page No : 138 Vol 2) | Each | 171.15 | 171.15 | 11.0 | False | None | None | False | None | False | 1882.65 | 0 | 3139561 | 107914 | None | 3.4.6 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 g. ( SR 2023-24 / Item No : 14.42 , Page No : 138 Vol 2) | Each | 96.6 | 96.6 | 11.0 | False | None | None | False | None | False | 1062.6 | 0 | 3139562 | 107914 | None | 3.5.5 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm. ( SR 2023-24 / Item No : 14.25.1 , Page No : 135 Vol 2) | Each | 1035.3 | 1035.3 | 8.0 | False | None | None | False | None | False | 8282.4 | 0 | 3139563 | 107914 | None | 3.5.6 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 450 mm length ( SR 2023-24/ Item No : 13.27.2 , Page No : 121 Vol 2) | No | 121.8 | 121.8 | 8.0 | False | None | None | False | None | False | 974.4 | 0 | 3139564 | 107914 | None | 1.7.1 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia ( SR 2023-24 / Item No : 14.28.1.1 , Page No : 136 Vol 2) | Each | 79.8 | 79.8 | 10.0 | False | None | None | False | None | False | 798.0 | 0 | 3139565 | 107914 | None | 1.13 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122mm long, weighing not less than 99 g ( SR 2023-24 / Item No : 13.14 , Page No : 119 Vol 2) | No | 221.55 | 221.55 | 40.0 | False | None | None | False | None | False | 8862.0 | 0 | 3139566 | 107914 | None | 2.2.1 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ( SR 2023-24 / Item No : 13.16 , Page No : 119 Vol 2) | No | 651.0 | 651.0 | 10.0 | False | None | None | False | None | False | 6510.0 | 0 | 3139567 | 107914 | None | 2.2.2 | Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid ( SR 2023-24/ Item No : 13.22.2 , Page No : 120 Vol 2) | No | 212.1 | 212.1 | 25.0 | False | None | None | False | None | False | 5302.5 | 0 | 3139568 | 107914 | None | 2.3.1 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal (SR 2023-24 / Item No : 13.6.1.1 , Page No : 117 Vol 2) | No | 651.0 | 651.0 | 10.0 | False | None | None | False | None | False | 6510.0 | 0 | 3139569 | 107914 | None | 2.3.2 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore ( SR 2023-24 / Item No : 13.5.3 , Page No : 117 Vol 2) | No | 348.6 | 348.6 | 10.0 | False | None | None | False | None | False | 3486.0 | 0 | 3139570 | 107914 | None | 2.3.3 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (SR 2023-24 / Item No : 13.33.6 , Page No : 123 Vol 2) | m | 757.05 | 757.05 | 305.0 | False | None | None | False | None | False | 230900.25 | 0 | 3139571 | 107914 | None | 2.3.4 | 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. (SR 2023-24 / Item No : 13.32.3 , Page No : 122 Vol 2) | m | 500.85 | 500.85 | 335.0 | False | None | None | False | None | False | 167784.75 | 0 | 3139572 | 107914 | None | 3.6.4 | 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. ( SR 2023-24 / Item No : 13.34 , Page No : 123 Vol 2) | Ltr | 9.45 | 9.45 | 3000.0 | False | None | None | False | None | False | 28350.0 | 0 | 3139573 | 107914 | None | 3.6.9 | 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" ( SR 2023-24 / Item No : 13.11.1 , Page No : 151 Vol 5) | Each | 24326.4 | 24326.4 | 1.0 | False | None | None | False | None | False | 24326.4 | 0 | 3139574 | 107914 | None | 3.6.1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No : 9 Vol 1 ) | Cum | 446.25 | 446.25 | 65.81 | False | None | None | False | None | False | 29367.7125 | 0 | 3139575 | 107914 | None | 3.6.10 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. ( SR 2023-24 / Item No : 16.9 , Page No : 191 Vol 5) | Each | 5726.7 | 5726.7 | 22.0 | False | None | None | False | None | False | 125987.4 | 0 | 3139576 | 107914 | None | 3.6.3 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (PWD SR 2023-24 Ballari Circle Item No.7.3 Page No.85 Vol 5) | Each | 2247.0 | 2247.0 | 22.0 | False | None | None | False | None | False | 49434.0 | 0 | 3139577 | 107914 | None | 3.14.5 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 110mm dia. ( SR 2023-24 / Item No : 10.2.2 , Page No : 114 Vol 5) | m | 302.4 | 302.4 | 408.0 | False | None | None | False | None | False | 123379.2 | 0 | 3139578 | 107914 | None | 3.14.6 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing
the pipes 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 ( SR 2023-24 / Item No : 10.3.2 , Page No : 114 Vol 5) | m | 611.1 | 611.1 | 80.0 | False | None | None | False | None | False | 48888.0 | 0 | 3139579 | 107914 | None | 11.3.2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( SR 2023-24 , Item No : 1.9 , Page No : 34 , Vol 1 ) | Cum | 279.3 | 279.3 | 54.96 | False | None | None | False | None | False | 15350.328 | 0 |
| 1716208308000 | 1 | None | None | Buildings | BLOCK 1 - UNDER GROUND WATER TANK 6.0X2.5m - GENERAL | 411544.75 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139580 | 107915 | None | SR 2023-24 Item No : 19.3 , Page No-197 Vol-2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ( SR 2023-24 / Item No : 19.3 , Page No-197 Vol-2) | Cum | 2547.3 | 2547.3 | 11.23 | False | None | None | False | None | False | 28606.179 | 0 | 3139581 | 107915 | None | SR 2023-24 Item No : 1.15.2 , Page No-9 Vol-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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No-9 Vol-1) | Cum | 107.1 | 107.1 | 82.48 | False | None | None | False | None | False | 8833.608 | 0 | 3139582 | 107915 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 3.87 | False | None | None | False | None | False | 24336.3015 | 0 | 3139583 | 107915 | None | SR 2023-24 Item No : 2.4.3 , Page No : 16 , Vol 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 ) | Cum | 6652.8 | 6652.8 | 18.57 | False | None | None | False | None | False | 123542.496 | 0 | 3139584 | 107915 | None | SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Slab- 50% | Cum | 3326.4 | 3326.4 | 4.53 | False | None | None | False | None | False | 15068.592 | 0 | 3139585 | 107915 | None | SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Bottom Raft -8% | Cum | 532.22 | 532.22 | 4.94 | False | None | None | False | None | False | 2629.1668 | 0 | 3139586 | 107915 | None | SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Side walls -10%
| Cum | 665.28 | 665.28 | 8.93 | False | None | None | False | None | False | 5940.9504 | 0 | 3139587 | 107915 | None | SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Concealed Beam -10%
| Cum | 665.28 | 665.28 | 0.17 | False | None | None | False | None | False | 113.0976 | 0 | 3139588 | 107915 | None | SR 2023-24 Item No : 2.11 a, Page No : 18 , Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | t | 93929.85 | 93929.85 | 1.61 | False | None | None | False | None | False | 151227.0585 | 0 | 3139589 | 107915 | None | SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34) | Cum | 279.3 | 279.3 | 13.4 | False | None | None | False | None | False | 3742.62 | 0 | 3139590 | 107915 | None | SR 2023-24, Item no.6.32, Page No.17 Vol 2 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (PWD SR 2023-24, Item no.6.32, Page No.17 Vol 2) | Sqm | 1375.5 | 1375.5 | 9.33 | False | None | None | False | None | False | 12833.415 | 0 | 3139591 | 107915 | None | SR 2023-24 ,Item No.8.9, Page No.42 Vol 2 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 ,Item No.8.9, Page No.42 Vol 2) | Sqm | 404.25 | 404.25 | 74.65 | False | None | None | False | None | False | 30177.2625 | 0 | 3139592 | 107915 | None | SR 2023-24 Item No.7.3 Page No.85 Vol 5 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (PWD SR 2023-24 Ballari Circle Item No.7.3 Page No.85 Vol 5) | Each | 2247.0 | 2247.0 | 2.0 | False | None | None | False | None | False | 4494.0 | 0 |
| 1716208308000 | 1 | None | None | Buildings | BLOCK 1 - SEPTIC TANK-5.0x4.0m - GENERAL | 486255.91 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139593 | 107916 | None | SR 2023-24 Item No : 1.15.2 Page No-9 Vol-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 Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 446.25 | 446.25 | 74.25 | False | None | None | False | None | False | 33134.0625 | 0 | 3139594 | 107916 | None | SR 2023-24 Item No : 2.1.3 Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 2.48 | False | None | None | False | None | False | 15595.356 | 0 | 3139595 | 107916 | None | SR 2023-24 Item No : 2.4.3 Page No : 16 Vol 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6652.8 | 6652.8 | 18.83 | False | None | None | False | None | False | 125272.224 | 0 | 3139596 | 107916 | None | SR 2023-24 Addendum I Page No : 111 Vol 1 . | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 RAFT- 8% | Cum | 532.22 | 532.22 | 18.83 | False | None | None | False | None | False | 10021.7026 | 0 | 3139597 | 107916 | None | SR 2023-24 Item No : 2.11 a Page No : 18 Vol 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, a. Buildings | Tonne | 93929.85 | 93929.85 | 2.26 | False | None | None | False | None | False | 212281.461 | 0 | 3139598 | 107916 | None | COMMON SR 2023-24Vol-1 SL.No. 1.9 P. No. 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 5.0 | False | None | None | False | None | False | 1396.5 | 0 | 3139599 | 107916 | None | SR 2023-24 Vol-2SL.No. 8.3.1 P. No.41. | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 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-in-charge. | Sqm | 371.7 | 371.7 | 92.52 | False | None | None | False | None | False | 34389.684 | 0 | 3139600 | 107916 | None | PWD SR 2023-24 Item No.15.6 Page No.150 Vol 2 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. | Sqm | 532.35 | 532.35 | 92.52 | False | None | None | False | None | False | 49253.022 | 0 | 3139601 | 107916 | None | PWD SR 2023-24 Item No.7.3 Page No.85 Vol 5 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | Nos | 2247.0 | 2247.0 | 1.0 | False | None | None | False | None | False | 2247.0 | 0 | 3139602 | 107916 | None | PWD SR 2023-24 Item No.10.14.4 Page No.120 Vol 5 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.110mm(weight of pipe -1.315 kg) | m | 296.1 | 296.1 | 9.0 | False | None | None | False | None | False | 2664.9 | 0 |
| 1716208308000 | 1 | None | None | Buildings | BLOCK 1 - SOAK PIT - GENERAL | 105584.62 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139603 | 107917 | None | SR 2023-24 Item No : 1.15.2 Page No-9 Vol-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 | 15.54 | False | None | None | False | None | False | 6934.725 | 0 | 3139604 | 107917 | None | SR 2023-24 Item No : 2.1.3 Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 0.71 | False | None | None | False | None | False | 4464.7995 | 0 | 3139605 | 107917 | None | SR 2023-24 Item No : 2.4.3 Page No : 16 Vol 1 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6652.8 | 6652.8 | 3.87 | False | None | None | False | None | False | 25746.336 | 0 | 3139606 | 107917 | None | SR 2023-24 Addendum I Page No : 111 Vol 1 . | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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 | 8376.9 | 8376.9 | 4.74 | False | None | None | False | None | False | 39706.506 | 0 | 3139607 | 107917 | None | SR 2023-24 Item No : 2.11 a Page No : 18 Vol 1 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite /trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 1.06 | False | None | None | False | None | False | 7379.19 | 0 | 3139608 | 107917 | None | COMMON SR 2023-24Vol-1 SL.No. 1.9 P. No. 34 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 SLAB - 50% | Cum | 3480.75 | 3480.75 | 1.06 | False | None | None | False | None | False | 3689.595 | 0 | 3139609 | 107917 | None | SR 2023-24 Vol-2SL.No. 8.3.1 P. No.41. | 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, a. Buildings | Tonne | 93929.85 | 93929.85 | 0.09 | False | None | None | False | None | False | 8453.6865 | 0 | 3139610 | 107917 | None | PWD SR 2023-24 Item No.15.6 Page No.150 Vol 2 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 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-in-charge | Sqm | 349.65 | 349.65 | 26.34 | False | None | None | False | None | False | 9209.781 | 0 |
| 1716208308000 | 0 | None | None | Buildings | BLOCK 1 -RO Unit - GENERAL | 262500.0 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3139611 | 107918 | None | ANNEXURE : F | 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 he ANNEXURE : F for Detailed Specification of Each components | Each | 262500.0 | 262500.0 | 1.0 | False | None | None | False | None | False | 262500.0 | 0 |
| 1716208308000 | 1 | None | None | Buildings | BLOCK 2 - PROPOSED GENTS & LADIES TOILET BLOCK AT GROUND FLOOR - GENERAL | 2014274.32 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139612 | 107919 | None | R 2023-24 Item No : 1.15.2 , Page No : 9 Vol 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 Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No : 9 Vol 1 ) | Cum | 446.25 | 446.25 | 112.96 | False | None | None | False | None | False | 50408.4 | 0 | 3139613 | 107919 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 10.34 | False | None | None | False | None | False | 65022.573 | 0 | 3139614 | 107919 | None | SR 2023-24,Vol-2, SL.No. 5.3, p. No.9 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (COMMON SR 2023-24,Vol-2, SL.No. 5.3, p. No.9). | Cum | 6515.25 | 6515.25 | 13.17 | False | None | None | False | None | False | 85805.8425 | 0 | 3139615 | 107919 | None | SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) (SR 2023-24, Vol-2 SL.No. 5.4, P. No. 9). | Cum | 6708.45 | 6708.45 | 20.39 | False | None | None | False | None | False | 136785.2955 | 0 | 3139616 | 107919 | None | SR 2023-24, Vol-2,SL.No. 8.3.1, P. No.41 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 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-in-charge. (SR 2023-24, Vol-2,SL.No. 8.3.1, P. No.41). | Sqm | 371.7 | 371.7 | 29.4 | False | None | None | False | None | False | 10927.98 | 0 | 3139617 | 107919 | None | SR 2023-24 Item No : 2.4.3 , Page No : 16 , Vol 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 ) | Cum | 6652.8 | 6652.8 | 22.47 | False | None | None | False | None | False | 149488.416 | 0 | 3139618 | 107919 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Footings - 8% | Cum | 532.22 | 532.22 | 15.31 | False | None | None | False | None | False | 8148.2882 | 0 | 3139619 | 107919 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Columns upto Plinth Beam Bottom -70% | Cum | 4656.96 | 4656.96 | 1.96 | False | None | None | False | None | False | 9127.6416 | 0 | 3139620 | 107919 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Plinth Beam -50% | Cum | 3326.4 | 3326.4 | 5.2 | False | None | None | False | None | False | 17297.28 | 0 | 3139621 | 107919 | None | SR 2023-24 Item No : 2.5.2 , Page No : 16 , Vol 1 | 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 ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 ) | Cum | 7185.15 | 7185.15 | 17.87 | False | None | None | False | None | False | 128398.6305 | 0 | 3139622 | 107919 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Columns -70% | Cum | 5029.6 | 5029.6 | 2.93 | False | None | None | False | None | False | 14736.728 | 0 | 3139623 | 107919 | None | SR 2023-24 , Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 RCC Lintel -60% | Cum | 4311.08 | 4311.08 | 2.06 | False | None | None | False | None | False | 8880.8248 | 0 | 3139624 | 107919 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Roof Beam -60% | Cum | 4311.08 | 4311.08 | 3.01 | False | None | None | False | None | False | 12976.3508 | 0 | 3139625 | 107919 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 Roof Slab -50% | Cum | 3592.57 | 3592.57 | 9.09 | False | None | None | False | None | False | 32656.4613 | 0 | 3139626 | 107919 | None | SR 2023-24 , Addendum I , Page No : 112 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 112 , Vol 1 . ) Percentage on finished rate of concrete per m3 | Cum | 3233.32 | 3233.32 | 0.78 | False | None | None | False | None | False | 2521.9896 | 0 | 3139627 | 107919 | None | SR 2023-24 Item No : 2.11 a, Page No : 18 , Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | Tonne | 93929.85 | 93929.85 | 4.5 | False | None | None | False | None | False | 422684.325 | 0 | 3139628 | 107919 | None | SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34) | Cum | 279.3 | 279.3 | 49.63 | False | None | None | False | None | False | 13861.659 | 0 | 3139629 | 107919 | None | SR 2023-24, Vol-1, SI.No.1.8, P.No -33 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage & all other appurtenaces required to complete the work (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No -33) | Cum | 497.7 | 497.7 | 41.34 | False | None | None | False | None | False | 20574.918 | 0 | 3139630 | 107919 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 4.7 | False | None | None | False | None | False | 29555.715 | 0 | 3139631 | 107919 | None | SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth 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. (COMMON SR 2023-24, Vol-2, SL.No. 6.2, Pg. No. 13). | Cum | 8376.9 | 8376.9 | 24.03 | False | None | None | False | None | False | 201296.907 | 0 | 3139632 | 107919 | None | SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (COMMON SR 2023-24, Vol-2, SL.No. 6.13, Pg. No. 14) | Sqm | 1024.8 | 1024.8 | 62.57 | False | None | None | False | None | False | 64121.736 | 0 | 3139633 | 107919 | None | SR 2023-24 Item No.12.93.1., Page No.111 Vol 2 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately) Size 62 x 100mm (PWD SR 2023-24 Item No.12.93.1., Page No.111 Vol 2) | m | 737.1 | 737.1 | 62.4 | False | None | None | False | None | False | 45995.04 | 0 | 3139634 | 107919 | None | R 2023-24 Item No.12.94.1., Page No.112 Vol 2 | Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately) 30 mm thickness (PWD SR 2023-24 Item No.12.94.1., Page No.112 Vol 2) | Sqm | 3659.25 | 3659.25 | 20.88 | False | None | None | False | None | False | 76405.14 | 0 | 3139635 | 107919 | None | SR 2023-24 Item No.12.85, Page No.109 Vol 2 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) (PWD SR 2023-24 Item No.12.85, Page No.109 Vol 2) | Sqm | 6004.95 | 6004.95 | 6.6 | False | None | None | False | None | False | 39632.67 | 0 | 3139636 | 107919 | None | SR 2023-24 Item No.8.1.2, Page No.41 Vol 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. (PWD SR 2023-24 Item No.8.1.2, Page No.41 Vol 2) | Sqm | 253.05 | 253.05 | 177.54 | False | None | None | False | None | False | 44926.497 | 0 | 3139637 | 107919 | None | SR 2023-24 Item No.8.9, Page No.42 Vol 2 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 Item No.8.9, Page No.42 Vol 2) | Sqm | 404.25 | 404.25 | 95.64 | False | None | None | False | None | False | 38662.47 | 0 | 3139638 | 107919 | None | SR 2023-24 Item No.9.11, Page No.60 Vol 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. (PWD SR 2023-24 Item No.9.11, Page No.60 Vol 2) | Sqm | 933.45 | 933.45 | 46.98 | False | None | None | False | None | False | 43853.481 | 0 | 3139639 | 107919 | None | SR 2023-24 Item No.10.14, Page No.71 Vol 2 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. (PWD SR 2023-24 Item No.10.14, Page No.71 Vol 2) | Sqm | 1161.3 | 1161.3 | 107.0 | False | None | None | False | None | False | 124259.1 | 0 | 3139640 | 107919 | None | SR 2023-24 Item No.8.51, Page No.50 Vol 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. (SR 2023-24 Item No.8.51, Page No.50 Vol 2) | Sqm | 105.0 | 105.0 | 177.53 | False | None | None | False | None | False | 18640.65 | 0 | 3139641 | 107919 | None | SR 2023-24 Item No.8.54.2, Page No.50 Vol 2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 g/L of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. (SR 2023-24 Item No.8.54.2, Page No.50 Vol 2) | Sqm | 115.5 | 115.5 | 177.53 | False | None | None | False | None | False | 20504.715 | 0 | 3139642 | 107919 | None | SR 2023-24 Item No.8.27, Page No.45 Vol 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. (SR 2023-24 Item No.8.27, Page No.45 Vol 2) | Sqm | 55.65 | 55.65 | 273.17 | False | None | None | False | None | False | 15201.9105 | 0 | 3139643 | 107919 | None | SR 2023-24 Item No.8.28, Page No.45 Vol 2 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24 Item No.8.28, Page No.45 Vol 2) | Sqm | 93.45 | 93.45 | 95.64 | False | None | None | False | None | False | 8937.558 | 0 | 3139644 | 107919 | None | SR 2023-24, Vol-2 Page No. 149. SL.No. 15.1 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (COMMON SR 2023-24, Vol-2, Page No. 149. SL.No. 15.1) | Sqm | 857.85 | 857.85 | 60.59 | False | None | None | False | None | False | 51977.1315 | 0 |
| 1716208308000 | 0 | None | None | Buildings | Block 2 -Electrification Work - GENERAL | 112590.45 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139645 | 107920 | 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 2 mm thick | Mtr | 69.3 | 69.3 | 110.0 | False | None | None | False | None | False | 7623.0 | 0 | 3139646 | 107920 | None | 1.2.2 | 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. - 25 mm dia 2 mm thick | Mtr | 81.9 | 81.9 | 80.0 | False | None | None | False | None | False | 6552.0 | 0 | 3139647 | 107920 | None | 1.5.1 | Supplying and fixing PVC/metal conduit Deep junction box -19/20 mm deep Junction box | Each | 51.45 | 51.45 | 11.0 | False | None | None | False | None | False | 565.95 | 0 | 3139648 | 107920 | None | 1.5.2 | Supplying and fixing PVC/metal conduit Deep junction box -19/20 mm deep Junction box -25 mm deep Junction box | Each | 53.55 | 53.55 | 8.0 | False | None | None | False | None | False | 428.4 | 0 | 3139649 | 107920 | 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 | Each | 274.05 | 274.05 | 10.0 | False | None | None | False | None | False | 2740.5 | 0 | 3139650 | 107920 | 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 | Each | 334.95 | 334.95 | 2.0 | False | None | None | False | None | False | 669.9 | 0 | 3139651 | 107920 | 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 | Each | 298.2 | 298.2 | 10.0 | False | None | None | False | None | False | 2982.0 | 0 | 3139652 | 107920 | 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 | Each | 361.2 | 361.2 | 2.0 | False | None | None | False | None | False | 722.4 | 0 | 3139653 | 107920 | 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 | 30.45 | 30.45 | 190.0 | False | None | None | False | None | False | 5785.5 | 0 | 3139654 | 107920 | None | 2.2.1 | 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 | 282.45 | 282.45 | 10.0 | False | None | None | False | None | False | 2824.5 | 0 | 3139655 | 107920 | None | 2.2.2 | 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 Medium point up to 6 Mtr from tapping piont out | Point | 397.95 | 397.95 | 3.0 | False | None | None | False | None | False | 1193.85 | 0 | 3139656 | 107920 | None | 2.3.1 | 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. -1.0 Sqmm | Mtr | 19.95 | 19.95 | 135.0 | False | None | None | False | None | False | 2693.25 | 0 | 3139657 | 107920 | 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 | 27.3 | 27.3 | 95.0 | False | None | None | False | None | False | 2593.5 | 0 | 3139658 | 107920 | None | 2.3.3 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. -2.5 Sqmm | Mtr | 44.1 | 44.1 | 95.0 | False | None | None | False | None | False | 4189.5 | 0 | 3139659 | 107920 | None | 2.3.4 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. -4 Sqmm | Mtr | 66.15 | 66.15 | 75.0 | False | None | None | False | None | False | 4961.25 | 0 | 3139660 | 107920 | 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 Switch | Each | 342.3 | 342.3 | 1.0 | False | None | None | False | None | False | 342.3 | 0 | 3139661 | 107920 | 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 | Each | 107.1 | 107.1 | 82.0 | False | None | None | False | None | False | 8782.2 | 0 | 3139662 | 107920 | None | 3.6.10 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket | Each | 247.8 | 247.8 | 22.0 | False | None | None | False | None | False | 5451.6 | 0 | 3139663 | 107920 | None | 3.6.3 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket | Each | 179.55 | 179.55 | 28.0 | False | None | None | False | None | False | 5027.4 | 0 | 3139664 | 107920 | None | 3.14.5 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board.-6A Bakelite Ceiling Rose | No | 81.9 | 81.9 | 8.0 | False | None | None | False | None | False | 655.2 | 0 | 3139665 | 107920 | None | 3.14.6 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board.-6A Pendant Holder | No | 74.55 | 74.55 | 12.0 | False | None | None | False | None | False | 894.6 | 0 | 3139666 | 107920 | 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 less than 80. Power Input: 220-240V@ 50/60Hz and Power factor less than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. | Each | 724.5 | 724.5 | 4.0 | False | None | None | False | None | False | 2898.0 | 0 | 3139667 | 107920 | 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 less than 80. Power Input: 220-240V @ 50/60Hz & Power factor less than 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition | Each | 929.25 | 929.25 | 10.0 | False | None | None | False | None | False | 9292.5 | 0 | 3139668 | 107920 | None | 11.25.2 | 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. | Each | 357.0 | 357.0 | 4.0 | False | None | None | False | None | False | 1428.0 | 0 | 3139669 | 107920 | None | 6.2.1 | Supplying of 1440rpm heavy duty exhaust fan with bracketblades suitable to operate on 230V 50Hz, AC Supply complete. | Each | 3117.45 | 3117.45 | 4.0 | False | None | None | False | None | False | 12469.8 | 0 | 3139670 | 107920 | 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. | Each | 128.1 | 128.1 | 14.0 | False | None | None | False | None | False | 1793.4 | 0 | 3139671 | 107920 | None | 13.13 | Fixing one exhaust fan after making a suitable notch in thewall and finishing with cement mortar and colouring to matchthe existing wall or brackets, with bolts and nuts and a 5 A,ceiling rose with sufficient length of 23 / 0.0076 inch PVCinsulated twin core wire of approved make with wire meshand wooden frame | Each | 742.35 | 742.35 | 6.0 | False | None | None | False | None | False | 4454.1 | 0 | 3139672 | 107920 | None | 5.19..3 | 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. III - Double Door | Each | 1566.6 | 1566.6 | 4.0 | False | None | None | False | None | False | 6266.4 | 0 | 3139673 | 107920 | 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 A SP | Each | 435.75 | 435.75 | 2.0 | False | None | None | False | None | False | 871.5 | 0 | 3139674 | 107920 | None | 5.18.4 | 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 A DP | Each | 775.95 | 775.95 | 2.0 | False | None | None | False | None | False | 1551.9 | 0 | 3139675 | 107920 | None | 51.01 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg Escom SR 2023-24, (Page No- 22, Vol-6 ) | Nos | 780.15 | 780.15 | 1.0 | False | None | None | False | None | False | 780.15 | 0 | 3139676 | 107920 | None | 51.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each Escom SR 2023-24, (Page No- 22, Vol-6 ) | Nos | 709.8 | 709.8 | 3.0 | False | None | None | False | None | False | 2129.4 | 0 | 3139677 | 107920 | None | 51.03 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Escom SR 2023-24, (Page No- 22, Vol-6 ) | Bag | 325.5 | 325.5 | 3.0 | False | None | None | False | None | False | 976.5 | 0 |
| 1716208308000 | 1 | None | None | Buildings | BLOCK 2 - WATER SUPPLY AND SANITARY WORKS - GENERAL | 680900.69 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139678 | 107921 | None | SR 2023-24 Item No : 14.44 Page No : 138 Vol 2 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. ( SR 2023-24 / Item No : 14.44 , Page No : 138 Vol 2) | Each | 11785.2 | 11785.2 | 5.0 | False | None | None | False | None | False | 58926.0 | 0 | 3139679 | 107921 | None | SR 2023-24 Item No : 14.1 Page No : 131 Vol 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 ( SR 2023-24 / Item No : 14.1 , Page No : 131 Vol 2) | Each | 5128.2 | 5128.2 | 3.0 | False | None | None | False | None | False | 15384.6 | 0 | 3139680 | 107921 | None | PWD SR 2023-24 Item No.10.8 Page No.70 Vol 2 | Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti tions by cutting a chase of appropriate width with chase cutter and embed ding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth.(PWD SR 2023-24 Ballari Circle Item No.10.8, Page No.70 Vol 2) | Sqm | 2928.45 | 2928.45 | 9.6 | False | None | None | False | None | False | 28113.12 | 0 | 3139681 | 107921 | None | SR 2023-24 Item No : 14.23 Page No : 135 Vol 2 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. ( SR 2023-24 / Item No : 14.23 , Page No : 135 Vol 2) | Each | 1211.7 | 1211.7 | 8.0 | False | None | None | False | None | False | 9693.6 | 0 | 3139682 | 107921 | None | SR 2023-24 Item No : 14.43 Page No : 138 Vol 2 | Providing and fixing PTMT urinal cock of approved quality and colour using 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 g.. ( SR 2023-24 / Item No : 14.43 , Page No : 138 Vol 2) | Each | 171.15 | 171.15 | 8.0 | False | None | None | False | None | False | 1369.2 | 0 | 3139683 | 107921 | None | SR 2023-24 Item No : 14.42 Page No : 138 Vol 2 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 g. ( SR 2023-24 / Item No : 14.42 , Page No : 138 Vol 2) | Each | 96.6 | 96.6 | 8.0 | False | None | None | False | None | False | 772.8 | 0 | 3139684 | 107921 | None | SR 2023-24 I No : 14.25.1 Page No : 135 Vol 2 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings Flat back wash basin of size 630x450 mm. ( SR 2023-24 / Item No : 14.25.1 , Page No : 135 Vol 2) | Each | 1035.3 | 1035.3 | 4.0 | False | None | None | False | None | False | 4141.2 | 0 | 3139685 | 107921 | None | SR 2023-24 I No : 13.27.2 Page No : 121 Vol 2 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 450 mm length ( SR 2023-24/ Item No : 13.27.2 , Page No : 121 Vol 2) | No | 121.8 | 121.8 | 4.0 | False | None | None | False | None | False | 487.2 | 0 | 3139686 | 107921 | None | SR 2023-24 INo : 14.28.1.1 Page No : 136 Vol 2 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia ( SR 2023-24 / Item No : 14.28.1.1 , Page No : 136 Vol 2) | Each | 79.8 | 79.8 | 4.0 | False | None | None | False | None | False | 319.2 | 0 | 3139687 | 107921 | None | SR 2023-24 I No : 13.14 Page No : 119 Vol 2 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122mm long, weighing not less than 99 g ( SR 2023-24 / Item No : 13.14 , Page No : 119 Vol 2) | No | 221.55 | 221.55 | 20.0 | False | None | None | False | None | False | 4431.0 | 0 | 3139688 | 107921 | None | SR 2023-24 Item No : 13.16 Page No : 119 Vol 2 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 ( SR 2023-24 / Item No : 13.16 , Page No : 119 Vol 2) | No | 651.0 | 651.0 | 6.0 | False | None | None | False | None | False | 3906.0 | 0 | 3139689 | 107921 | None | SR 2023-24 I No : 13.22.2 Page No : 120 Vol 2 | Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid ( SR 2023-24/ Item No : 13.22.2 , Page No : 120 Vol 2) | No | 212.1 | 212.1 | 18.0 | False | None | None | False | None | False | 3817.8 | 0 | 3139690 | 107921 | None | SR 2023-24 I No : 13.6.1.1 Page No : 117 Vol 2 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore Horizontal (SR 2023-24 / Item No : 13.6.1.1 , Page No : 117 Vol 2) | No | 651.0 | 651.0 | 6.0 | False | None | None | False | None | False | 3906.0 | 0 | 3139691 | 107921 | None | SR 2023-24 I No : 13.5.3 Page No : 117 Vol 2 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore ( SR 2023-24 / Item No : 13.5.3 , Page No : 117 Vol 2) | No | 348.6 | 348.6 | 6.0 | False | None | None | False | None | False | 2091.6 | 0 | 3139692 | 107921 | None | SR 2023-24 I No : 13.33.6 Page No : 123 Vol 2 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes (SR 2023-24 / Item No : 13.33.6 , Page No : 123 Vol 2) | m | 757.05 | 757.05 | 240.0 | False | None | None | False | None | False | 181692.0 | 0 | 3139693 | 107921 | None | SR 2023-24 I No : 13.32.3 Page No : 122 Vol 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. (SR 2023-24 / Item No : 13.32.3 , Page No : 122 Vol 2) | m | 500.85 | 500.85 | 280.0 | False | None | None | False | None | False | 140238.0 | 0 | 3139694 | 107921 | None | SR 2023-24 Item No : 13.34 Page No : 123 Vol 2 | 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. ( SR 2023-24 / Item No : 13.34 , Page No : 123 Vol 2) | Ltr | 9.45 | 9.45 | 2000.0 | False | None | None | False | None | False | 18900.0 | 0 | 3139695 | 107921 | None | SR 2023-24 I No : 13.11.1 Page No : 151 Vol 5 | 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" ( SR 2023-24 / Item No : 13.11.1 , Page No : 151 Vol 5) | Each | 24326.4 | 24326.4 | 1.0 | False | None | None | False | None | False | 24326.4 | 0 | 3139696 | 107921 | None | SR 2023-24 Item No : 1.15.2 Page No : 9 Vol 1 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No : 9 Vol 1 ) | Cum | 446.25 | 446.25 | 27.83 | False | None | None | False | None | False | 12419.1375 | 0 | 3139697 | 107921 | None | SR 2023-24 Item No : 16.9 Page No : 191 Vol 5 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. ( SR 2023-24 / Item No : 16.9 , Page No : 191 Vol 5) | Each | 5726.7 | 5726.7 | 8.0 | False | None | None | False | None | False | 45813.6 | 0 | 3139698 | 107921 | None | PWD SR 2023-24 Item No.7.3 Page No.85 Vol 5 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (PWD SR 2023-24 Ballari Circle Item No.7.3 Page No.85 Vol 5) | Each | 2247.0 | 2247.0 | 8.0 | False | None | None | False | None | False | 17976.0 | 0 | 3139699 | 107921 | None | SR 2023-24 Item No : 10.2.2 Page No : 114 Vol 5 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 110mm dia. ( SR 2023-24 / Item No : 10.2.2 , Page No : 114 Vol 5) | m | 302.4 | 302.4 | 325.0 | False | None | None | False | None | False | 98280.0 | 0 | 3139700 | 107921 | None | SR 2023-24 Item No : 1.9 Page No : 34 Vol 1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( SR 2023-24 , Item No : 1.9 , Page No : 34 , Vol 1 ) | Cum | 279.3 | 279.3 | 13.95 | False | None | None | False | None | False | 3896.235 | 0 |
| 1716208308000 | 0 | None | None | Buildings | BLOCK 2-UNDER GROUND WATER TANK 4.0X4.0m (SUMP) - GENERAL | 389874.76 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139701 | 107922 | None | SR 2023-24 Item No : 1.15.2 , Page No-9 Vol-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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No-9 Vol-1) | Cum | 107.1 | 107.1 | 97.37 | False | None | None | False | None | False | 10428.327 | 0 | 3139702 | 107922 | None | SR 2023-24 Item No : 2.1.3 , Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 3.95 | False | None | None | False | None | False | 24839.3775 | 0 | 3139703 | 107922 | None | SR 2023-24 Item No : 2.4.3 , Page No : 16 , Vol 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 ) | Cum | 6652.8 | 6652.8 | 19.85 | False | None | None | False | None | False | 132058.08 | 0 | 3139704 | 107922 | None | SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Top Slab- 50% | Cum | 3326.4 | 3326.4 | 4.67 | False | None | None | False | None | False | 15534.288 | 0 | 3139705 | 107922 | None | SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Bottom Raft -8% | Cum | 532.22 | 532.22 | 5.06 | False | None | None | False | None | False | 2693.0332 | 0 | 3139706 | 107922 | None | SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Side walls-10% | Cum | 665.28 | 665.28 | 10.12 | False | None | None | False | None | False | 6732.6336 | 0 | 3139707 | 107922 | None | SR 2023-24 Item No : 2.11 a, Page No : 18 , Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | t | 93929.85 | 93929.85 | 1.5 | False | None | None | False | None | False | 140894.775 | 0 | 3139708 | 107922 | None | SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34) | Cum | 279.3 | 279.3 | 15.17 | False | None | None | False | None | False | 4236.981 | 0 | 3139709 | 107922 | None | SR 2023-24, Item no.6.32, Page No.17 Vol 2 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (PWD SR 2023-24, Item no.6.32, Page No.17 Vol 2) | Sqm | 1375.5 | 1375.5 | 10.6 | False | None | None | False | None | False | 14580.3 | 0 | 3139710 | 107922 | None | SR 2023-24 ,Item No.8.9, Page No.42 Vol 2 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 ,Item No.8.9, Page No.42 Vol 2) | Sqm | 404.25 | 404.25 | 82.58 | False | None | None | False | None | False | 33382.965 | 0 | 3139711 | 107922 | None | SR 2023-24 Item No.7.3 Page No.85 Vol 5 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (PWD SR 2023-24 Ballari Circle Item No.7.3 Page No.85 Vol 5) | Each | 2247.0 | 2247.0 | 2.0 | False | None | None | False | None | False | 4494.0 | 0 |
| 1716208308000 | 1 | None | None | Buildings | BLOCK 2- SEPTIC TANK-8.0X1.0m part A- GENERAL | 232817.38 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139712 | 107923 | None | SR 2023-24 , Item No : 2.4.3 Page No : 16 , Vol 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 6652.8 | 6652.8 | 12.97 | False | None | None | False | None | False | 86286.816 | 0 | 3139713 | 107923 | None | SR 2023-24 , Item No : 2.11 a, P No : 18 , Vol1 | 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, a. Buildings
| Tonne | 93929.85 | 93929.85 | 1.56 | False | None | None | False | None | False | 146530.566 | 0 |
| 1716208308000 | 1 | None | None | Buildings | BLOCK 2- SEPTIC TANK-8.0X1.0m part A- SCP | 75681.3 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139714 | 107924 | None | SR 2023-24 Item No : 1.14.1 Page No : 8 Vol 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 1.5m 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 | 28.22 | False | None | None | False | None | False | 3022.362 | 0 | 3139715 | 107924 | None | SR 2023-24 Item No : 2.1.3 Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 1.18 | False | None | None | False | None | False | 7420.371 | 0 | 3139716 | 107924 | None | SR 2023-24 Addendum I Page No : 111 Vol 1 . | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 8% | Cum | 532.22 | 532.22 | 12.97 | False | None | None | False | None | False | 6902.8934 | 0 | 3139717 | 107924 | None | COMMON SR 2023-24Vol-1 SL.No. 1.9 P. No. 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 4.9 | False | None | None | False | None | False | 1368.57 | 0 | 3139718 | 107924 | None | SR 2023-24 Vol-2SL.No. 8.3.1 P. No.41. | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 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-in-charge. | Sqm | 371.7 | 371.7 | 57.58 | False | None | None | False | None | False | 21402.486 | 0 | 3139719 | 107924 | None | PWD SR 2023-24 Item No.15.6 Page No.150 Vol 2 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. | Sqm | 532.35 | 532.35 | 57.58 | False | None | None | False | None | False | 30652.713 | 0 | 3139720 | 107924 | None | PWD SR 2023-24 Item No.7.3 Page No.85 Vol 5 | Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. | No | 2247.0 | 2247.0 | 1.0 | False | None | None | False | None | False | 2247.0 | 0 | 3139721 | 107924 | None | PWD SR 2023-24 Item No.10.14.4 Page No.120 Vol 5 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.110mm(weight of pipe -1.315 kg) | m | 296.1 | 296.1 | 9.0 | False | None | None | False | None | False | 2664.9 | 0 |
| 1716208308000 | 1 | None | None | Buildings | PARKING SHED ESTIMATION 01 -SCP | 1679033.1 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139722 | 107925 | None | SR 2023-24 Item No : 1.15.2 Page No-9 Vol-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 Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No-9 Vol-1) | Cum | 446.25 | 446.25 | 226.66 | False | None | None | False | None | False | 101147.025 | 0 | 3139723 | 107925 | None | SR 2023-24 Vol-3 It.No. 3.7 P.No -17 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.(COMMON SR 2023-24 Vol-3, It.No. 3.7 , P.No -17) | Cum | 110.25 | 110.25 | 18.0 | False | None | None | False | None | False | 1984.5 | 0 | 3139724 | 107925 | None | SR 2023-24 Vol-3 Sl.No.4.27 P.No - 24. | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in. (COMMON SR 2023-24, Vol-3 Sl.No.4.27 ,P.No - 24.) | Cum | 2686.95 | 2686.95 | 31.5 | False | None | None | False | None | False | 84638.925 | 0 | 3139725 | 107925 | None | SR 2023-24 Vol-3 Sl.No.16.78 P.No -149. | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (COMMON SR 2023-24, Vol-3 Sl.No.16.78 ,P.No -149.) | Cum | 7091.7 | 7091.7 | 36.75 | False | None | None | False | None | False | 260619.975 | 0 | 3139726 | 107925 | None | SR 2023-24 Item No : 2.1.3 Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 3.89 | False | None | None | False | None | False | 24462.0705 | 0 | 3139727 | 107925 | None | SR 2023-24 I No : 2.4.3 Page No : 16 Vol 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 ) | Cum | 6652.8 | 6652.8 | 9.29 | False | None | None | False | None | False | 61804.512 | 0 | 3139728 | 107925 | None | SR 2021-22Appendix 1 Page No : 115 Vol 1 . | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Footings-8% | Cum | 532.22 | 532.22 | 5.4 | False | None | None | False | None | False | 2873.988 | 0 | 3139729 | 107925 | None | SR 2021-22 Appendix 1 Page No : 115 Vol 1 . | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Pedestal-70% | Cum | 4656.96 | 4656.96 | 3.89 | False | None | None | False | None | False | 18115.5744 | 0 | 3139730 | 107925 | None | SR 2023-24Item No : 2.5.2 Page No : 16 Vol 1 | 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 ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 ) | Cum | 7185.15 | 7185.15 | 1.3 | False | None | None | False | None | False | 9340.695 | 0 | 3139731 | 107925 | None | SR 2023-24 Addendum I Page No : 111 Vol 1 . | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Pedestal-70% | Cum | 5029.6 | 5029.6 | 1.3 | False | None | None | False | None | False | 6538.48 | 0 | 3139732 | 107925 | None | SR 2023-24Item No : 2.11 a Page No : 18 Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | t | 93929.85 | 93929.85 | 1.11 | False | None | None | False | None | False | 104262.1335 | 0 | 3139733 | 107925 | None | SR 2023-24 Vol-1 SL.No. 1.9 P. No. 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34) | Cum | 279.3 | 279.3 | 45.61 | False | None | None | False | None | False | 12738.873 | 0 | 3139734 | 107925 | None | SR 2023-24 Item No.8.27 Page No.45 Vol 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. (SR 2023-24 Ballari Circle Item No.8.27, Page No.45 Vol 2) | Sqm | 55.65 | 55.65 | 8.64 | False | None | None | False | None | False | 480.816 | 0 | 3139735 | 107925 | None | SR 2023-24 Item No.8.28 Page No.45 Vol 2 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24 Ballari Circle Item No.8.28, Page No.45 Vol 2) | Sqm | 93.45 | 93.45 | 8.64 | False | None | None | False | None | False | 807.408 | 0 | 3139736 | 107925 | None | PWD SR 2023-24 Vol-2 Page No. 26. SL.No. 7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(PWD SR 2023-24, Vol-2, Page No. 26. SL.No. 7.38) | Sqm | 596.4 | 596.4 | 210.0 | False | None | None | False | None | False | 125244.0 | 0 | 3139737 | 107925 | None | SR 2023-24 Vol-2 Page No. 82. SL.No. 11.16.2 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (COMMON SR 2023-24, Vol-2, Page No. 82. SL.No. 11.16.2) | Kg | 154.35 | 154.35 | 5597.5 | False | None | None | False | None | False | 863974.125 | 0 |
| 1716208308000 | 1 | None | None | Buildings | Parking Shed Estimate 02 (I) - SCP | 458649.36 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139738 | 107926 | None | SR 2023-24 Item No : 1.15.2 Page No-9 Vol-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 Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No-9 Vol-1) | Cum | 446.25 | 446.25 | 23.33 | False | None | None | False | None | False | 10411.0125 | 0 | 3139739 | 107926 | None | SR 2023-24 Item No : 2.1.3 Page No : 15 Vol 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( SR 2023-24 / Item No : 2.1.3 , Page No : 15 Vol 1) | Cum | 6288.45 | 6288.45 | 1.94 | False | None | None | False | None | False | 12199.593 | 0 | 3139740 | 107926 | None | SR 2023-24 Vol-2 Page No. 82. SL.No. 11.16.2 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge (COMMON SR 2023-24, Vol-2, Page No. 82. SL.No. 11.16.2) | Kg | 154.35 | 154.35 | 2825.0 | False | None | None | False | None | False | 436038.75 | 0 |
| 1716208308000 | 1 | None | None | Buildings | Parking Shed Estimate 02 (II) - TSP | 347701.83 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139741 | 107927 | None | SR 2023-24 Vol-3 Sl.No.4.27 P.No - 24. | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in. (COMMON SR 2023-24, Vol-3 Sl.No.4.27 ,P.No - 24.) | Cum | 2686.95 | 2686.95 | 15.75 | False | None | None | False | None | False | 42319.4625 | 0 | 3139742 | 107927 | None | SR 2023-24 Vol-3 Sl.No.16.78 P.No -149. | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (COMMON SR 2023-24, Vol-3 Sl.No.16.78 ,P.No -149.) | Cum | 7091.7 | 7091.7 | 18.38 | False | None | None | False | None | False | 130345.446 | 0 | 3139743 | 107927 | None | SR 2023-24Item No : 2.4.3 Page No : 16 Vol 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( SR 2023-24 , Item No : 2.4.3 , Page No : 16 , Vol 1 ) | Cum | 6652.8 | 6652.8 | 4.64 | False | None | None | False | None | False | 30868.992 | 0 | 3139744 | 107927 | None | SR 2021-22 Appendix 1 Page No : 115 Vol 1 . | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Footings-8% | Cum | 532.22 | 532.22 | 2.7 | False | None | None | False | None | False | 1436.994 | 0 | 3139745 | 107927 | None | SR 2021-22 Appendix 1 Page No : 115 Vol 1 . | Additionalities for Formwork, Centering & Scaffolding ( SR 2021-22 , Appendix 1 , Page No : 115 , Vol 1 . ) Percentage on finished rate of concrete per m3 Pedestal -70% | Cum | 4656.96 | 4656.96 | 1.94 | False | None | None | False | None | False | 9034.5024 | 0 | 3139746 | 107927 | None | SR 2023-24Item No : 2.5.2 Page No : 16 Vol 1 | 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 ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 ) | Cum | 7185.15 | 7185.15 | 0.65 | False | None | None | False | None | False | 4670.3475 | 0 | 3139747 | 107927 | None | SR 2023-24 Addendum I Page No : 111 Vol 1 . | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Pedestal - 70% | Cum | 5029.6 | 5029.6 | 0.65 | False | None | None | False | None | False | 3269.24 | 0 | 3139748 | 107927 | None | SR 2023-24Item No : 2.11 a Page No : 18 Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | t | 93929.85 | 93929.85 | 0.56 | False | None | None | False | None | False | 52600.716 | 0 | 3139749 | 107927 | None | SR 2023-24 Vol-1 SL.No. 1.9 P. No. 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (COMMON SR 2023-24,Vol-1 SL.No. 1.9, P. No. 34) | Cum | 279.3 | 279.3 | 35.41 | False | None | None | False | None | False | 9890.013 | 0 | 3139750 | 107927 | None | SR 2023-24 Item No.8.27 Page No.45 Vol 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. (SR 2023-24 Ballari Circle Item No.8.27, Page No.45 Vol 2) | Sqm | 55.65 | 55.65 | 4.32 | False | None | None | False | None | False | 240.408 | 0 | 3139751 | 107927 | None | SR 2023-24 Item No.8.28 Page No.45 Vol 2 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (SR 2023-24 Ballari Circle Item No.8.28, Page No.45 Vol 2) | Sqm | 93.45 | 93.45 | 4.32 | False | None | None | False | None | False | 403.704 | 0 | 3139752 | 107927 | None | PWD SR 2023-24 Vol-2 Page No. 26. SL.No. 7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(PWD SR 2023-24, Vol-2, Page No. 26. SL.No. 7.38) | Sqm | 596.4 | 596.4 | 105.0 | False | None | None | False | None | False | 62622.0 | 0 |
| 1716208308000 | 0 | None | None | Buildings | Hill Cutting and RCC Drain Dismantling -TSP | 145801.46 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3139753 | 107928 | None | SR 2023-24 Item No : 1.15.2 Page No-9 Vol-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 Depth exceeding 1.5 m, but not exceeding 3 m ( SR 2023-24 / Item No : 1.15.2 , Page No-9 Vol-1) | Cum | 446.25 | 446.25 | 157.5 | False | None | None | False | None | False | 70284.375 | 0 | 3139754 | 107928 | None | SR 2023-24 Item No : 19.3 , Page No-197 Vol-2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ( SR 2023-24 / Item No : 19.3 , Page No-197 Vol-2) | Cum | 2547.3 | 2547.3 | 4.2 | False | None | None | False | None | False | 10698.66 | 0 | 3139755 | 107928 | None | SR 2023-24 Item No : 19.3 , Page No-197 Vol-2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ( SR 2023-24 / Item No : 19.3 , Page No-197 Vol-2) | Cum | 2547.3 | 2547.3 | 5.1 | False | None | None | False | None | False | 12991.23 | 0 | 3139756 | 107928 | None | SR 2023-24 Item No : 2.5.2 , Page No : 16 , Vol 1 | 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 ( SR 2023-24 , Item No : 2.5.2 , Page No : 16 , Vol 1 ) | Cum | 7185.15 | 7185.15 | 3.6 | False | None | None | False | None | False | 25866.54 | 0 | 3139757 | 107928 | None | SR 2023-24 Addendum I , Page No : 111 , Vol 1 | Percentage Additionalities for Formwork, Centering & Scaffolding ( SR 2023-24 , Addendum I , Page No : 111 , Vol 1 . ) Percentage on finished rate of concrete per m3 Cover Slab -35% | Cum | 2514.8 | 2514.8 | 3.6 | False | None | None | False | None | False | 9053.28 | 0 | 3139758 | 107928 | None | SR 2023-24 Item No : 2.11 a, Page No : 18 , Vol 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, a. Buildings ( SR 2023-24 , Item No : 2.11 a, Page No : 18 , Vol 1 ) | Tonne | 93929.85 | 93929.85 | 0.18 | False | None | None | False | None | False | 16907.373 | 0 |
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