1718868950000 | 1 | None | None | Buildings | Construction of Brahmananda Community Hall in Rabkavi, Construction of Public Community Hall Near Mallikarjun Temple in Rabkavi Town,Construction of Shri Banashankari Community Hall Rabkavi Town in Tq Rabakavi Banahatti District Bagalkot | 7499245.14 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3316501 | 115927 | None | PWD SR 21-22, Vol-1 Page No.8 Item No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 76.65 | 76.65 | 199.39 | False | None | None | False | None | False | 15283.2435 | 0 | 3316502 | 115927 | None | PWD SR 21-22, Vol-1 Page No.37 Item No.1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical pecifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour,tools, usage of machinery & other appurtenances required to complete the work. | Cum | 68.25 | 68.25 | 64.21 | False | None | None | False | None | False | 4382.3325 | 0 | 3316503 | 115927 | None | PWD SR 21-22,Vol-I, Page No.3 Item No.2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse
aggregates | Cum | 5831.7 | 5831.7 | 18.66 | False | None | None | False | None | False | 108819.522 | 0 | 3316504 | 115927 | None | PWD SR 21-22, Vol-I, Page No.3 Item No.2.2.2.1 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with uper plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of achinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6780.19 | 6780.19 | 30.95 | False | None | None | False | None | False | 209846.8805 | 0 | 3316505 | 115927 | None | PWD SR 21-22,Vol-I, Page No.4 Item No. 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9742.95 | 9742.95 | 47.51 | False | None | None | False | None | False | 462887.5545 | 0 | 3316506 | 115927 | None | PWD SR 21-22,Vol-I, Page No.4 Item No. 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10392.48 | 10392.48 | 10.06 | False | None | None | False | None | False | 104548.3488 | 0 | 3316507 | 115927 | None | PWD SR 21-22,Vol-I, Page No.4 Item No. 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11042.01 | 11042.01 | 8.94 | False | None | None | False | None | False | 98715.5694 | 0 | 3316508 | 115927 | None | PWD SR 21-22,Vol-I, Page No.4 Item No. 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9418.19 | 9418.19 | 0.57 | False | None | None | False | None | False | 5368.3683 | 0 | 3316509 | 115927 | None | PWD SR 21-22, Vol. II Page No.9 Item No. 5.2 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5820.15 | 5820.15 | 16.48 | False | None | None | False | None | False | 95916.072 | 0 | 3316510 | 115927 | None | PWD SR 21-22, Vol-II, Page No.4 Item No5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 4987.5 | 4987.5 | 15.8 | False | None | None | False | None | False | 78802.5 | 0 | 3316511 | 115927 | None | PWD SR 21-22, Vol. I , Page No.7 Item No. 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 214.2 | 214.2 | 258.48 | False | None | None | False | None | False | 55366.416 | 0 | 3316512 | 115927 | None | PWD SR 21-22, Vol. II Page No. 14 Item No. 6.8 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 7024.5 | 7024.5 | 24.88 | False | None | None | False | None | False | 174769.56 | 0 | 3316513 | 115927 | None | PWD SR 21-22, Vol-II, Page No.3 Item No.11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 96.6 | 96.6 | 8393.52 | False | None | None | False | None | False | 810814.032 | 0 | 3316514 | 115927 | None | PWD SR 21-22, Vol. II Page No. 47 Item No. 8.34.1 | 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. | Sqm | 43.05 | 43.05 | 13.1 | False | None | None | False | None | False | 563.955 | 0 | 3316515 | 115927 | None | PWD SR 21-22, Vol. II Page No. 46 Item No. 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of
materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 110.25 | 110.25 | 13.1 | False | None | None | False | None | False | 1444.275 | 0 | 3316516 | 115927 | None | PWD SR 21-22, Vol-II, Page No.7 Item No.12.51 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. | No | 1555.05 | 1555.05 | 2.0 | False | None | None | False | None | False | 3110.1 | 0 | 3316517 | 115927 | None | PWD SR 21-22, Vol. II Page No. 91 Item No. 11.44 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge | Sqm | 3655.05 | 3655.05 | 13.5 | False | None | None | False | None | False | 49343.175 | 0 | 3316518 | 115927 | None | PWD SR 21-22, Vol-II, Page No.3 Item No.11.34 A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | Kg | 152.25 | 152.25 | 283.5 | False | None | None | False | None | False | 43162.875 | 0 | 3316519 | 115927 | None | PWD SR 21-22, Vol-II, Page No.5 Item No.8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Kg | 207.9 | 207.9 | 377.14 | False | None | None | False | None | False | 78407.406 | 0 | 3316520 | 115927 | None | PWD SR 21-22, Vol. II Page No. 43 Item No. 8.8 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 322.35 | 322.35 | 234.06 | False | None | None | False | None | False | 75449.241 | 0 | 3316521 | 115927 | None | PWD SR 21-22, Vol. II Page No. 50 Item No. 8.51 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. | Sqm | 87.15 | 87.15 | 377.14 | False | None | None | False | None | False | 32867.751 | 0 | 3316522 | 115927 | None | PWD SR 21-22, Vol. II Page No. 50 Item No. 8.54.2 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre 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 | Sqm | 82.95 | 82.95 | 377.14 | False | None | None | False | None | False | 31283.763 | 0 | 3316523 | 115927 | None | PWD SR 21-22, Vol-II, Page No.6 Item No.9.24 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after horoughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 110.25 | 110.25 | 243.24 | False | None | None | False | None | False | 26817.21 | 0 | 3316524 | 115927 | None | PWD SR 21-22, Vol-II, Page No.6 Item No.9.24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. | Sqm | 3013.5 | 3013.5 | 29.49 | False | None | None | False | None | False | 88868.115 | 0 | 3316525 | 115927 | None | PWD SR 18-19, Page No.123 Item No.15.74 | Providing full nosing for 20mm thick granite slab using required machinery including cost and conveyance of all materials, labour for all items of work, HOM of equipment etc., complete as per specification | Sqm | 283.5 | 283.5 | 36.0 | False | None | None | False | None | False | 10206.0 | 0 | 3316526 | 115927 | None | PWD SR 21-22, Vol-II, Page No.6 Item No.9.17.4 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 1000x1000 mm | Sqm | 1866.9 | 1866.9 | 173.43 | False | None | None | False | None | False | 323776.467 | 0 | 3316527 | 115927 | None | PWD SR 21-22, Vol. II ,Page No. 64 Item No. 9.32 | Providing and laying heavy duty cobble stones 75 mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and Usage charges of machinery complete as per specifications. | Sqm | 1202.25 | 1202.25 | 249.0 | False | None | None | False | None | False | 299360.25 | 0 | 3316528 | 115927 | None | PWD SR 21-22, Vol. II ,Page No. 100 Item No. 12.12 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 79111.2 | 79111.2 | 0.14 | False | None | None | False | None | False | 11075.568 | 0 | 3316529 | 115927 | None | PWD SR 21-22, Vol. II ,Page No. 100 Item No. 12.15 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and anels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 4783.8 | 4783.8 | 5.04 | False | None | None | False | None | False | 24110.352 | 0 | 3316530 | 115927 | None | PWD SR 21-22, Vol-II, Page No.2 Item No.11.1 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 103.89 | 103.89 | 7599.3 | False | None | None | False | None | False | 789491.277 | 0 | 3316531 | 115927 | None | PWD SR 18-19,Page No. 310 Item No. 38.46.4 | Providing and fixing self-supported, ribbed, high quality, high grade (0:350 MPA Yst Min), pre- painted Galvalume steel roof sheet, coated with bare Galvalume coating AZ 150, @ 150 gms/Smtr 55%AL,45%Zn) by hot dip process , of total coated thickness as specified for different spans with a tolerance of +I- 0.02 mm, according to technical specification confirming to A 792, with NCCA 11-1, or ECCA T4 Pencil hardness HB, NCCA standard T-Bend test. The roof should be fastened to the gutter beam, on the external sloping side, at an interval of 51mm Centre to Centre, to a depth of 65 mm with Gl anchor bolts and neoprene washers & subJecting the gutter beam to Schmidt, Hammer test to ensure the anchorage of the anchor bolts. The self-supported roofing system should be designed to with stand the wind load (As per IS 875 part-3) & Earthquake load (as per IS 1893) & the design should also comply with any other technical requirements such as turbo ventilators of 0.60 mts. dia and skylights of size 4.26 x 0.60 mts. fixed one in each row @ 1D. DO Mtr C/C along the length & hangers for electrical fixtures as per the requirements including cost of all materials &labour for erection, all lead and lift, loading and unloading, HOM of machineries etc., complete as per the standard detailed technical specification, design and directions of the engineer in charge of the work. | Sqm | 2249.1 | 2249.1 | 391.45 | False | None | None | False | None | False | 880410.195 | 0 | 3316532 | 115927 | None | PWD SR 21-22,Vol-I, Page No.4 Item No. 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11106.96 | 11106.96 | 10.27 | False | None | None | False | None | False | 114068.4792 | 0 | 3316533 | 115927 | None | PWD SR 21-22,Vol-I, Page No.4 Item No. 2.5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10457.43 | 10457.43 | 27.2 | False | None | None | False | None | False | 284442.096 | 0 | 3316534 | 115927 | None | PWD SR 21-22, Vol. II Page No.9 Item No. 5.2 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9807.9 | 9807.9 | 93.99 | False | None | None | False | None | False | 921844.521 | 0 | 3316535 | 115927 | None | PWD SR 21-22, Vol-II, Page No.3 Item No.11.32 | Providing Thermo-Mechanically Treated bars of grade Fe-550 or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 97.57 | 97.57 | 12131.0 | False | None | None | False | None | False | 1183621.67 | 0 |
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