1721385808000 | 0 | None | None | Buildings | Construction of one Class Room at Government Higher Primary School in Bikkanahalli Village, Anekal Taluk. Under Viveka Yojane/2022-23 | 1379516.85 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3553769 | 128556 | None | Code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Cum | 112.1 | 112.1 | 9.45 | False | None | None | False | None | False | 1059.345 | 0 | 3553770 | 128556 | None | Code02 | 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 workIn all kinds of soils upto 300 mm depth ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Cum | 120.36 | 120.36 | 40.24 | False | None | None | False | None | False | 4843.2864 | 0 | 3553771 | 128556 | None | Code03 | Providing and injecting chemical emulsion for Pre-construction-al Anti-Termite Treatment,creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation , top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 129.8 | 129.8 | 136.68 | False | None | None | False | None | False | 17741.064 | 0 | 3553772 | 128556 | None | Code04 | 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 exceeding150 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 tec-hnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Cum | 7067.02 | 7067.02 | 11.51 | False | None | None | False | None | False | 81341.4002 | 0 | 3553773 | 128556 | None | Code05 | Providing Coursed rubble masonry (second sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand): ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Cum | 7321.9 | 7321.9 | 13.73 | False | None | None | False | None | False | 100529.687 | 0 | 3553774 | 128556 | None | Code06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Cum | 7539.02 | 7539.02 | 5.8 | False | None | None | False | None | False | 43726.316 | 0 | 3553775 | 128556 | None | Code07 | Steel Fabrication 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 ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Tonne | 105559.26 | 105559.26 | 2.91 | False | None | None | False | None | False | 307177.4466 | 0 | 3553776 | 128556 | None | Code08 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates asper relevant ISCodes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications(The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates -with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. COLUMN FOOTING | Cum | 7700.77 | 7700.77 | 7.37 | False | None | None | False | None | False | 56754.6749 | 0 | 3553777 | 128556 | None | Code09 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates asper relevant ISCodes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications(The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates columns below gramounf -with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. COLUMNS BELOW GL | Cum | 12710.02 | 12710.02 | 0.71 | False | None | None | False | None | False | 9024.1142 | 0 | 3553778 | 128556 | None | Code10 | 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 superplasticisers, laid in layers, 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)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates -with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. COLUMNS | Cum | 12998.88 | 12998.88 | 0.31 | False | None | None | False | None | False | 4029.6528 | 0 | 3553779 | 128556 | None | Code11 | 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 -with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. PLINTH | Cum | 12112.11 | 12112.11 | 2.49 | False | None | None | False | None | False | 30159.1539 | 0 | 3553780 | 128556 | None | Code12 | 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 For RCC columns above plinth -with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. RCC COLUMNS | Cum | 13727.06 | 13727.06 | 2.54 | False | None | None | False | None | False | 34866.7324 | 0 | 3553781 | 128556 | None | Code13 | 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 For RCC lintels and beams -with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. LINTELS AND BEAMS | Cum | 12919.58 | 12919.58 | 3.58 | False | None | None | False | None | False | 46252.0964 | 0 | 3553782 | 128556 | None | Code14 | 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 For RCC roof slab-with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Cum | 12112.11 | 12112.11 | 8.49 | False | None | None | False | None | False | 102831.8139 | 0 | 3553783 | 128556 | None | Code15 | 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 RCC chajja -with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. CHAJJA | Cum | 11708.37 | 11708.37 | 0.16 | False | None | None | False | None | False | 1873.3392 | 0 | 3553784 | 128556 | None | Code16 | 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.. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Cum | 313.88 | 313.88 | 40.24 | False | None | None | False | None | False | 12630.5312 | 0 | 3553785 | 128556 | None | Code17 | Providing and constructing load bearing wall with Solid Concrete blocks of size400x150x200mm having block densi-ty more than1800kg/m3and minimum compressive stren-gth of 4.00 N/mm2 conforming to IS2185 (Part - I) - 2005 and constructed with CM1:4as per IS 2572:2005including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 1452.58 | 1452.58 | 89.73 | False | None | None | False | None | False | 130340.0034 | 0 | 3553786 | 128556 | None | Code18 | 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 tec-hnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Cum | 7366.74 | 7366.74 | 0.05 | False | None | None | False | None | False | 368.337 | 0 | 3553787 | 128556 | None | Code19 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 5284.04 | 5284.04 | 2.52 | False | None | None | False | None | False | 13315.7808 | 0 | 3553788 | 128556 | None | Code20 | Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators, side/top /centre hung with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, jo-ints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges,pivots, including priming coat of approved steel primer,but exclu-ding the cost of other fittings,complete all asper approved design, (sectional weight of only steel members shall be measured for payment)Fixingwith15x3mm lugs10cm long embedded in cement concrete block15x10x10cm of C.C. 1:3:6(1Cement: 3coarse sand:6graded stone aggregate20 mm nominal size) including cost of materials,labour, usa-ge charges of machinery complete as per specifications and asper directions of the Engineer-in-Charge ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Kg | 174.64 | 174.64 | 107.76 | False | None | None | False | None | False | 18819.2064 | 0 | 3553789 | 128556 | None | Code21 | 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. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Kg | 215.94 | 215.94 | 90.72 | False | None | None | False | None | False | 19590.0768 | 0 | 3553790 | 128556 | None | Code22 | Providing 12 mm 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 ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 284.38 | 284.38 | 52.96 | False | None | None | False | None | False | 15060.7648 | 0 | 3553791 | 128556 | None | Code23 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement:4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 411.82 | 411.82 | 89.41 | False | None | None | False | None | False | 36820.8262 | 0 | 3553792 | 128556 | None | Code24 | Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix1:3 (1 cement:3 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 ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 431.88 | 431.88 | 102.43 | False | None | None | False | None | False | 44237.4684 | 0 | 3553793 | 128556 | None | Code25 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufactu-rers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Kg | 75.52 | 75.52 | 19.49 | False | None | None | False | None | False | 1471.8848 | 0 | 3553794 | 128556 | None | Code26 | Providing 12 mm cement plaster with Cement mortar1:3(1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, in-cluding cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 381.14 | 381.14 | 5.63 | False | None | None | False | None | False | 2145.8182 | 0 | 3553795 | 128556 | None | Code27 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 1823.1 | 1823.1 | 57.95 | False | None | None | False | None | False | 105648.645 | 0 | 3553796 | 128556 | None | Code28 | Providing, laying & fixing cement base, precast, pre polished cement concrete, designer tiles 25mm thick conforming to IS 1237 heavy duty tiles for flooring, treads of steps and landing, laid on a bed of 12mm thick cement mortar1:3mis finished with flushpointing using white cement,including costof materials,mo-rtar, including cutting, griding the edge to half/full round where-ver required, labour, curing complete as per specification. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 1099.76 | 1099.76 | 5.63 | False | None | None | False | None | False | 6191.6488 | 0 | 3553797 | 128556 | None | Code29 | 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 ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 118.0 | 118.0 | 142.37 | False | None | None | False | None | False | 16799.66 | 0 | 3553798 | 128556 | None | Code30 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 161.66 | 161.66 | 142.37 | False | None | None | False | None | False | 23015.5342 | 0 | 3553799 | 128556 | None | Code31 | 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. ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 62.54 | 62.54 | 102.43 | False | None | None | False | None | False | 6405.9722 | 0 | 3553800 | 128556 | None | Code32 | 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 ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 105.02 | 105.02 | 102.43 | False | None | None | False | None | False | 10757.1986 | 0 | 3553801 | 128556 | None | Code33 | 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 water proofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412.The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface pre-paration, making coving at Junction, Bore Packing, treatment of const-ruction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charg ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 964.06 | 964.06 | 56.62 | False | None | None | False | None | False | 54585.0772 | 0 | 3553802 | 128556 | None | Code34 | 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 4 Kg/m2: .110mm(weight of pipe -1.315 kg) ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | m | 332.76 | 332.76 | 8.0 | False | None | None | False | None | False | 2662.08 | 0 | 3553803 | 128556 | None | Code35 | Providing and fixing 12 m thick flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked in ceiling with necessary nails etc complete ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Sqm | 859.04 | 859.04 | 9.6 | False | None | None | False | None | False | 8246.784 | 0 | 3553804 | 128556 | None | Code36 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar,bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Nos | 215.94 | 215.94 | 2.0 | False | None | None | False | None | False | 431.88 | 0 | 3553805 | 128556 | None | Code37 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners.Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Nos | 202.96 | 202.96 | 2.0 | False | None | None | False | None | False | 405.92 | 0 | 3553806 | 128556 | None | Code38 | Supplying heavy gauge PVC conduit pipe ...... mmdia..........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. A) 40mm dia ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Rmtr | 125.08 | 125.08 | 6.7 | False | None | None | False | None | False | 838.036 | 0 | 3553807 | 128556 | None | Code39 | Supplying heavy gauge PVC conduit pipe ...... mmdia..........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.B) 32mm dia ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Rmtr | 121.54 | 121.54 | 8.2 | False | None | None | False | None | False | 996.628 | 0 | 3553808 | 128556 | None | Code40 | Supplying heavy gauge PVC conduit pipe ...... mmdia..........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.C) 25mm dia ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Rmtr | 92.04 | 92.04 | 23.1 | False | None | None | False | None | False | 2126.124 | 0 | 3553809 | 128556 | None | Code41 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 32mm dia 2.5mm thick ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Rmtr | 116.82 | 116.82 | 6.0 | False | None | None | False | None | False | 700.92 | 0 | 3553810 | 128556 | None | Code42 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary 25mm dia 2mm thick ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Rmtr | 93.22 | 93.22 | 6.0 | False | None | None | False | None | False | 559.32 | 0 | 3553811 | 128556 | None | Code43 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary19/20mm dia 2mm thick ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Rmtr | 80.24 | 80.24 | 8.0 | False | None | None | False | None | False | 641.92 | 0 | 3553812 | 128556 | None | Code44 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete..for 12" x 12" x 3" (300 x 300 x 76 mm) ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Nos | 141.6 | 141.6 | 1.0 | False | None | None | False | None | False | 141.6 | 0 | 3553813 | 128556 | None | Code45 | Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete..for 10" x 7" x 3" (245 x 178 x 76 mm) ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Nos | 132.16 | 132.16 | 1.0 | False | None | None | False | None | False | 132.16 | 0 | 3553814 | 128556 | None | Code46 | 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 1 to 2way ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Nos | 162.84 | 162.84 | 2.0 | False | None | None | False | None | False | 325.68 | 0 | 3553815 | 128556 | None | Code47 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4 to 5 way ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Nos | 208.86 | 208.86 | 1.0 | False | None | None | False | None | False | 208.86 | 0 | 3553816 | 128556 | None | Code48 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4 to 5 way ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Nos | 307.98 | 307.98 | 1.0 | False | None | None | False | None | False | 307.98 | 0 | 3553817 | 128556 | None | Code49 | 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 ---with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries, equipments including all incidental charges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work. | Nos | 376.42 | 376.42 | 1.0 | False | None | None | False | None | False | 376.42 | 0 |
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