| 1707465915000 | 0 | None | None | Buildings | Construction of Shop and staircase near Canteen building at main market yard of APMC Kolar under AAP 2023-24 | 436563.9 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2529680 | 77206 | None | APMCKLR01 | Earth work in surface excavation by mechanical means for all works & depth upto 3m as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenances required to complete the work
| Cum | 75.19 | 75.19 | 6.94 | False | None | None | False | None | False | 521.8186 | 0 | | 2529681 | 77206 | None | APMCKLR02 | Providing and laying in position plain cement concretefor levelling course for all works in foundation. Thegranite/trap/basalt crushed graded coarse aggregatesand fine aggregates as per relevant IS Codesmachine mixed, laid in layers not exceeding 150mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality,labour, Usage charges of machinery, curing, and allthe other appurtenances required to complete thework as per technical specifications. (The cost of steelreinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm and down size gradedcrushed coarse aggregates
| Cum | 5362.18 | 5362.18 | 4.129 | False | None | None | False | None | False | 22140.44122 | 0 | | 2529682 | 77206 | None | APMCKLR03 | Providing and laying in position Reinforced cementconcrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates andfine aggregates as per relevant IS Codes machinewith super plasticizers laid in finished layers,well compacted using needle vibrators, including alllead & lifts, cost of all materials, quality confirmingto the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all theother appurtenances required to complete the workas per technical specifications. (The cost of steelreinforcement & formwork to be paid separately)2.2.1.1 M20 Design Mix Using 20 mm and down sizegraded crushed coarse aggregates
| Cum | 6304.93 | 6304.93 | 2.93 | False | None | None | False | None | False | 18473.4449 | 0 | | 2529683 | 77206 | None | APMCKLR04 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates
| Cum | 9220.56 | 9220.56 | 1.84 | False | None | None | False | None | False | 16965.8304 | 0 | | 2529684 | 77206 | None | APMCKLR05 | Providing and laying in position Reinforced cementconcrete for all Super structures of building , Roadworks, Water works, Irrigation works & superstructure works of bridges upto 3.50 m height. Thegranite/trap/basalt crushed graded coarse aggregatesand fine aggregates as per relevant IS Codes machinemixed with super plasticisers laid in layers, wellcompacted using needle vibrators. The cost includesfinsishing concrete structure in line, all lead & lifts, costof all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances requiredto complete the work as per technical specifications.(The cost of steel reinforcement, dowel bars &formwork to be paid separately) M20 Design Mix Using 20 mm and down sizegraded crushed coarse aggregates
| Cum | 10187.94 | 10187.94 | 2.64 | False | None | None | False | None | False | 26896.1616 | 0 | | 2529685 | 77206 | None | APMCKLR06 | Providing and laying in position Reinforced cementconcrete for all Super structures of building , Roadworks, Water works, Irrigation works & superstructure works of bridges upto 3.50 m height. Thegranite/trap/basalt crushed graded coarse aggregatesand fine aggregates as per relevant IS Codes machinemixed with super plasticisers laid in layers, wellcompacted using needle vibrators. The cost includesfinsishing concrete structure in line, all lead & lifts, costof all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances requiredto complete the work as per technical specifications.(The cost of steel reinforcement, dowel bars &formwork to be paid separately) M20 Design Mix Using 20 mm and down sizegraded crushed coarse aggregates (For Roof)
| Cum | 9551.1 | 9551.1 | 2.88 | False | None | None | False | None | False | 27507.168 | 0 | | 2529686 | 77206 | None | APMCKLR07 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations and other similarworks etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m.Earthwork excavation (in deposited soil) and filling sides of foundation
| Cum | 210.12 | 210.12 | 3.81 | False | None | None | False | None | False | 800.5572 | 0 | | 2529687 | 77206 | None | APMCKLR08 | 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 | 6890.7 | 6890.7 | 12.5 | False | None | None | False | None | False | 86133.75 | 0 | | 2529688 | 77206 | None | APMCKLR09 | Providing Thermo-Mechanically Treated bars of grade Fe-500D 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)
| Kgs | 94.76 | 94.76 | 900.0 | False | None | None | False | None | False | 85284.0 | 0 | | 2529689 | 77206 | None | APMCKLR10 | Providing and laying in position plain cement concretefor levelling course for all works in foundation. Thegranite/trap/basalt crushed graded coarse aggregatesand fine aggregates as per relevant IS Codesmachine mixed, laid in layers not exceeding 150mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and allthe other appurtenances required to complete thework as per technical specifications. (The cost of steelreinforcement & formwork shall be paid separately)mix 1:3:6 (M10) using 20mm
| Cum | 5899.84 | 5899.84 | 0.743 | False | None | None | False | None | False | 4383.58112 | 0 | | 2529690 | 77206 | None | APMCKLR11 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 203.94 | 203.94 | 28.457 | False | None | None | False | None | False | 5803.52058 | 0 | | 2529691 | 77206 | None | APMCKLR12 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
| Sqm | 236.9 | 236.9 | 139.36 | False | None | None | False | None | False | 33014.384 | 0 | | 2529692 | 77206 | None | APMCKLR13 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.
| Sqm | 1119.61 | 1119.61 | 16.448 | False | None | None | False | None | False | 18415.34528 | 0 | | 2529693 | 77206 | None | APMCKLR14 | Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade :New work (two coats) overand including water thinnable priming coat with cement primer afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and asper directions of Engineer-in-charge.
| Sqm | 108.15 | 108.15 | 239.832 | False | None | None | False | None | False | 25937.8308 | 0 | | 2529694 | 77206 | None | APMCKLR15 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge
| Sqm | 135.96 | 135.96 | 75.645 | False | None | None | False | None | False | 10284.6942 | 0 | | 2529695 | 77206 | None | APMCKLR16 | Providing and fixing on wall surface 2.5 kg/sq.cm HDPE rain down water pipe 100mm dia
| Mtr | 260.59 | 260.59 | 3.0 | False | None | None | False | None | False | 781.77 | 0 | | 2529696 | 77206 | None | APMCKLR17 | 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
| Kgs | 149.35 | 149.35 | 7.6545 | False | None | None | False | None | False | 1143.199575 | 0 | | 2529697 | 77206 | None | APMCKLR18 | Providing and fixing M.S. Hand railing for Balcony with 50mm dia. M.S. hollow pipe of 14 gauge, welded to 20mmx20mm M.S. square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval. These assembly is fixed to concrete by using expansion bolts and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welded and grinded wherever necessary etc., complete . The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, etc., complete as per specification and drawing.
| Sqm | 2840.0 | 2840.0 | 14.52 | False | None | None | False | None | False | 41236.8 | 0 | | 2529698 | 77206 | None | APMCKLR19 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge
| Sqm | 2585.3 | 2585.3 | 3.78 | False | None | None | False | None | False | 9772.434 | 0 | | 2529699 | 77206 | None | APMCKLR20 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new workover an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to removeall dirt, dust, mortar drops and foreign matter including preparing thesurface even and sand paper smooth, cost of materials, labour completeas per specifications and as per directions of Engineer-in-charge
| Sqm | 133.9 | 133.9 | 7.97 | False | None | None | False | None | False | 1067.183 | 0 |
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