| 1709549620000 | 0 | None | None | Other Works | Package-4 (3)Construction of sewage diversion drain, silt traps and wetland restoration works at Garudachar Palya Lake-1, Shilavanthana kere and Mahadevpura Lake-1 (5)Construction of wetland, inlet improvements and other developmental works at Lingadheeranahalli-13 Lake (7)Development and Improvements to Anjanapura Lakes | 74566486.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2906174 | 95442 | None | code01 | Dewatering by mechanical means including hire charges of machinery,fuel and crew charges etc., complete as per the direction of the Engineer- in charge (statement of hire charges of machinery for the year. with all lead and lift, loading and unloading as per the directions of engineer in charge of work. 5 HP Diesel pump | Hour | 309.1 | 309.1 | 1969.44 | False | None | None | False | None | False | 608753.904 | 0 | | 2906175 | 95442 | None | code02 | De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification. | Cum | 59.4 | 59.4 | 6000.0 | False | None | None | False | None | False | 356400.0 | 0 | | 2906176 | 95442 | None | code03 | Desilting of sewerlines by mechanical (Jetting, Sucking, Grabber, Scrapper etc.,) means ,setting up the over pumping arrangements, rodding and dislodging of accumulative silt from the pipeline ,removal of silt by mechanical means to the ground including barricading, cleaning of sewers and machinhole, disposal of removed silt upto a distance of 20 Kms, necessary all complete as per the instructions of the Engineer in charge. Upto 1000 mm diamater | Mtr | 809.6 | 809.6 | 790.0 | False | None | None | False | None | False | 639584.0 | 0 | | 2906177 | 95442 | None | code04 | Removing silt and slush from dewatering pit, draft tube, tail race pond, cooling towers etc., by mechanical means/ manually including multiple handling wherever necessary and stacking etc., complete with all leads and lifts. | Cum | 610.5 | 610.5 | 43.2 | False | None | None | False | None | False | 26373.6 | 0 | | 2906178 | 95442 | None | code05 | Cost of Haulage Excluding Loading and Unloading . Case-III : Katcha Track and Track in River Bed/Nallah Bed and Choe Bed. B. Taking output 18 tonne load | T.Km | 22.0 | 22.0 | 6300.0 | False | None | None | False | None | False | 138600.0 | 0 | | 2906179 | 95442 | None | code06 | Cost of Haulage Excluding Loading and Unloading . Case-1 : Surfaced Road. B. Taking output 18 tonne load | T.Km | 8.8 | 8.8 | 183008.16 | False | None | None | False | None | False | 1610471.808 | 0 | | 2906180 | 95442 | None | code07 | 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 | Cum | 112.2 | 112.2 | 3250.76 | False | None | None | False | None | False | 364735.272 | 0 | | 2906181 | 95442 | None | code08 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 266.2 | 266.2 | 121.36 | False | None | None | False | None | False | 32306.032 | 0 | | 2906182 | 95442 | None | code09 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 364.1 | 364.1 | 4275.47 | False | None | None | False | None | False | 1556698.627 | 0 | | 2906183 | 95442 | None | code10 | 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 | Cum | 104.5 | 104.5 | 300.0 | False | None | None | False | None | False | 31350.0 | 0 | | 2906184 | 95442 | None | code11 | 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 | 292.6 | 292.6 | 3525.29 | False | None | None | False | None | False | 1031499.854 | 0 | | 2906185 | 95442 | None | code12 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead.By Mechanical means. A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means | Cum | 198.0 | 198.0 | 500.0 | False | None | None | False | None | False | 99000.0 | 0 | | 2906186 | 95442 | None | code13 | 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. | Cum | 2668.6 | 2668.6 | 224.4 | False | None | None | False | None | False | 598833.84 | 0 | | 2906187 | 95442 | None | code14 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in charge. In cement mortar | Cum | 1852.4 | 1852.4 | 240.0 | False | None | None | False | None | False | 444576.0 | 0 | | 2906188 | 95442 | None | code15 | Dismantling chain link fencing including removing the posts, cement concrete fedestals, foundation and stacking the useful materials safely at a distance to the appropriate disposal area as per direction of Engineer in charge. | Kg | 24.2 | 24.2 | 950.0 | False | None | None | False | None | False | 22990.0 | 0 | | 2906189 | 95442 | None | code16 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2950.2 | 2950.2 | 72.98 | False | None | None | False | None | False | 215305.596 | 0 | | 2906190 | 95442 | None | code17 | 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 | 6587.9 | 6587.9 | 123.52 | False | None | None | False | None | False | 813737.408 | 0 | | 2906191 | 95442 | None | code18 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6867.3 | 6867.3 | 63.46 | False | None | None | False | None | False | 435798.858 | 0 | | 2906192 | 95442 | None | code19 | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75percentage & GGBS @ 25percentage proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer in charge. C. RMC M25 Grade | Cum | 7524.99 | 7524.99 | 489.29 | False | None | None | False | None | False | 3681902.3571 | 0 | | 2906193 | 95442 | None | code20 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. | Cum | 7492.1 | 7492.1 | 8.64 | False | None | None | False | None | False | 64731.744 | 0 | | 2906194 | 95442 | None | code21 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). | Cum | 13018.5 | 13018.5 | 12.96 | False | None | None | False | None | False | 168719.76 | 0 | | 2906195 | 95442 | None | code22 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 7027.9 | 7027.9 | 51.84 | False | None | None | False | None | False | 364326.336 | 0 | | 2906196 | 95442 | None | code23 | Providing & constructing 45 cm thick hand packed rough stone revetment including through stones at 2 Nos./sqm with 25percentage of the same projecting 15 cm from finished surface, over a backing of 45 cm thick graded filter consisting of sand, 10 mm & 40 mm size approved, clean, hard, graded, aggregates laid in layers of 15 cm thick each, including cost of all materials, machinery labour etc., complete with all leads and lifts. (For Dam and Allied works) | Sqm | 2057.0 | 2057.0 | 536.0 | False | None | None | False | None | False | 1102552.0 | 0 | | 2906197 | 95442 | None | code24 | Providing and constructing rockfill embankment with graded rubble of 400 mm and down size from approved quarry including spreading and compacting by vibratory rollers in layers not exceeding 600 mm and finishing the sides to the required slopes including cost of all materials, machinery, labour etc., complete with all leads and lifts. (For Dam and Allied works) | Cum | 727.1 | 727.1 | 2384.0 | False | None | None | False | None | False | 1733406.4 | 0 | | 2906198 | 95442 | None | code25 | Providing and constructing rockfill embankment with graded rubble of 400 mm and down size with available stones including spreading and compacting by vibratory rollers in layers not exceeding 600 mm and finishing the sides to the required slopes including cost of all materials, machinery, labour etc., complete with all leads and lifts. | Cum | 282.7 | 282.7 | 720.0 | False | None | None | False | None | False | 203544.0 | 0 | | 2906199 | 95442 | None | code26 | 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. e.Dam & Allied Works | Tonne | 97726.2 | 97726.2 | 38.24 | False | None | None | False | None | False | 3737049.888 | 0 | | 2906200 | 95442 | None | code27 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in charge. | Kg | 149.6 | 149.6 | 1765.27 | False | None | None | False | None | False | 264084.392 | 0 | | 2906201 | 95442 | None | code28 | Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails, gate groove liners with all accessories for pump house intake stoplog gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. | Tonne | 201520.0 | 201520.0 | 0.46 | False | None | None | False | None | False | 92699.2 | 0 | | 2906202 | 95442 | None | code29 | Design, fabrication, supply, erection, testing and commissioning of sliding type stoplog gate consisting of skin plate, horizontal and vertical girders, lifting hooks, bronze padded slide blocks, stiffeners, guide shoes, rubber seals with all accessories for pump house intake vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing and all other ancillary operations complete as per specifications and approved drawings. | Tonne | 177100.0 | 177100.0 | 1.8 | False | None | None | False | None | False | 318780.0 | 0 | | 2906203 | 95442 | None | code30 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in charge. (Made of G.I. wire of dia 4 mm) | Sqm | 883.3 | 883.3 | 99.0 | False | None | None | False | None | False | 87446.7 | 0 | | 2906204 | 95442 | None | code31 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | Mtr | 262.9 | 262.9 | 57.0 | False | None | None | False | None | False | 14985.3 | 0 | | 2906205 | 95442 | None | code32 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (Granular material) | Cum | 1284.8 | 1284.8 | 14.03 | False | None | None | False | None | False | 18025.744 | 0 | | 2906206 | 95442 | None | code33 | Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) | Sqm | 532.4 | 532.4 | 810.0 | False | None | None | False | None | False | 431244.0 | 0 | | 2906207 | 95442 | None | code34 | Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) | Mtr | 38.5 | 38.5 | 1448.0 | False | None | None | False | None | False | 55748.0 | 0 | | 2906208 | 95442 | None | code35 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A.Upto 600 mm dia | Mtr | 1052.7 | 1052.7 | 765.0 | False | None | None | False | None | False | 805315.5 | 0 | | 2906209 | 95442 | None | code36 | Removing dry stone revetment and stacking the released materials & all necessary works as directed and complete as per specification. | Cum | 315.7 | 315.7 | 43.02 | False | None | None | False | None | False | 13581.414 | 0 | | 2906210 | 95442 | None | code37 | Providing and fixing pre cast solid cement concrete kerb stones made out of C.C M15 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting, including hire charges of rubber mould/vaccum press for casting of kerbs, curing, cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transportation etc., complete as per specifications and directions of the engineer in charge of work.(Excluding GST and area Specific Loading Charges) | No | 415.0 | 415.0 | 226.0 | False | None | None | False | None | False | 93790.0 | 0 | | 2906211 | 95442 | None | code38 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge | Sqm | 880.0 | 880.0 | 90.0 | False | None | None | False | None | False | 79200.0 | 0 | | 2906212 | 95442 | None | code39 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 2.0M depth & SFRC cover & frame | Each | 82152.4 | 82152.4 | 17.0 | False | None | None | False | None | False | 1396590.8 | 0 | | 2906213 | 95442 | None | code40 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 3.0 M depth & SFRC cover & frame | Each | 104121.6 | 104121.6 | 14.0 | False | None | None | False | None | False | 1457702.4 | 0 | | 2906214 | 95442 | None | code41 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 900 mm dia. | Mtr | 5339.4 | 5339.4 | 57.5 | False | None | None | False | None | False | 307015.5 | 0 | | 2906215 | 95442 | None | code42 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 1200 mm dia. | Mtr | 10279.5 | 10279.5 | 650.0 | False | None | None | False | None | False | 6681675.0 | 0 | | 2906216 | 95442 | None | code43 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | 139.7 | 139.7 | 1125.0 | False | None | None | False | None | False | 157162.5 | 0 | | 2906217 | 95442 | None | code44 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. | Sqm | 152.9 | 152.9 | 131.7 | False | None | None | False | None | False | 20136.93 | 0 | | 2906218 | 95442 | None | code45 | Providing & Applying Crystalline waterproofing slurry coat RCC structure like Retaining wall, Underground tank. The material having chemical resistance properties, seals shrinkage cracks up to 0.4 mm width, capable of preventing water dampness & seepages, Water permeability is Nil confirms to BS EN 12390 Part 8: 2000. Powder to water mixed at a ratio (5:2) 5 parts powder and 2 parts water, applied @ 1.5kg/m2 in 2 coats to achieve 1.0mm DFT on a cleaned surface free from all loose materials etc., complete. The finished cost to include surface preparation completely as per specification. | Sqm | 2695.0 | 2695.0 | 103.58 | False | None | None | False | None | False | 279148.1 | 0 | | 2906219 | 95442 | None | code46 | Finishing walls with 100percentage Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/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 | 171.6 | 171.6 | 300.0 | False | None | None | False | None | False | 51480.0 | 0 | | 2906220 | 95442 | None | code47 | Core drilling machine by mechanical means including hire charges of machinery,fuel and crew charges etc., complete as per the direction of the Engineer- in charge (statement of hire charges of machinery for the year. with all lead and lift, loading and unloading as per the directions of engineer in charge of work. | Hour | 1024.1 | 1024.1 | 88.0 | False | None | None | False | None | False | 90120.8 | 0 | | 2906221 | 95442 | None | code48 | Cutting of Trees with Removal of stumps and roots including backfilling with suitable material to required compaction. (i) Girth from 300 mm to 600 mm | Each | 1046.1 | 1046.1 | 50.0 | False | None | None | False | None | False | 52305.0 | 0 | | 2906222 | 95442 | None | code49 | Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete | Cum | 691.9 | 691.9 | 351.0 | False | None | None | False | None | False | 242856.9 | 0 | | 2906223 | 95442 | None | code50 | 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.with all lead and lifts as per direction of Engineer in charge | Cum | 112.2 | 112.2 | 1559.44 | False | None | None | False | None | False | 174969.168 | 0 | | 2906224 | 95442 | None | code51 | Providing and constructing rockfill embankment using 300mm down graded stones and quarry spalls from approved source including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing the surface to required slopes as per approved drawings and all other ancillary operations complete with all lead and lifts as per direction of Engineer in charge | Cum | 608.3 | 608.3 | 2288.0 | False | None | None | False | None | False | 1391790.4 | 0 | | 2906225 | 95442 | None | code52 | Cost of Haulage Excluding Loading and Unloading for granite boulder used for rockfill embankment. Case-1 : Surfaced Road .B. Taking output 18 tonne load and lead 40 km with all lead and lifts as per direction of Engineer in charge | Cum | 8.8 | 8.8 | 248934.4 | False | None | None | False | None | False | 2190622.72 | 0 | | 2906226 | 95442 | None | code53 | Providing and Filling in foundation with granite/trap broken metal 100 mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lifts as per direction of Engineer in charge | Cum | 2950.2 | 2950.2 | 25.14 | False | None | None | False | None | False | 74168.028 | 0 | | 2906227 | 95442 | None | code54 | 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates with all lead and lifts as per direction of Engineer in charge | Cum | 6587.9 | 6587.9 | 31.76 | False | None | None | False | None | False | 209231.704 | 0 | | 2906228 | 95442 | None | code55 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates(Appendix I- Additionalities for Formwork, Centering & Scaffolding,P.no-112 Sl no -6 Box Culvert-20percentage) with all lead and lifts as per direction of Engineer in charge | Cum | 8363.52 | 8363.52 | 84.21 | False | None | None | False | None | False | 704292.0192 | 0 | | 2906229 | 95442 | None | code56 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost ofallmaterials,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.All other type of structures with all lead and lifts as per direction of Engineer in charge | Tonne | 86912.1 | 86912.1 | 9.26 | False | None | None | False | None | False | 804806.046 | 0 | | 2906230 | 95442 | None | code57 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) with all lead and lifts as per direction of Engineer in charge | Cum | 7027.9 | 7027.9 | 6.66 | False | None | None | False | None | False | 46805.814 | 0 | | 2906231 | 95442 | None | code58 | Providing and constructing 300 mm thick size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints,finishing,curing etc.,complete with all lead and lifts as per direction of Engineer in charge | Sqm | 935.0 | 935.0 | 36.0 | False | None | None | False | None | False | 33660.0 | 0 | | 2906232 | 95442 | None | code59 | Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete with all lead and lifts as per direction of Engineer in charge | Cum | 691.9 | 691.9 | 1020.0 | False | None | None | False | None | False | 705738.0 | 0 | | 2906233 | 95442 | None | code60 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m with all lead and lifts as per direction of Engineer in charge | Cum | 266.2 | 266.2 | 146.54 | False | None | None | False | None | False | 39008.948 | 0 | | 2906234 | 95442 | None | code61 | 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates with all lead and lifts as per direction of Engineer in charge | Cum | 6838.7 | 6838.7 | 21.25 | False | None | None | False | None | False | 145322.375 | 0 | | 2906235 | 95442 | None | code62 | Providing and fixing pre cast solid cement concrete kerb stones made out of C.C. 1:2:4 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting, including form work, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transportation etc., complete with all lead and lifts as per direction of Engineer in charge | No | 417.0 | 417.0 | 3777.78 | False | None | None | False | None | False | 1575334.26 | 0 | | 2906236 | 95442 | None | code63 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | 139.7 | 139.7 | 850.0 | False | None | None | False | None | False | 118745.0 | 0 | | 2906237 | 95442 | None | code64 | 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 and lifts as per direction of Engineer in charge | Cum | 292.6 | 292.6 | 204.0 | False | None | None | False | None | False | 59690.4 | 0 | | 2906238 | 95442 | None | code65 | SUPPLYING AND FIXING OF GAZEBO MADE OF SADARAHALLI GRANITE STONE OF SIZE NOT LESS THAN 18 FEET *18 FEET , WITH ALROUND GRANITE SEATING AND ENTRANCE STEPS WITH ALL NECESSARY TRUSS WORK TO ROOFING , ROOFING SHALL BE OF GRANITE SLAB OR MANGALORE TILE OF TYPE PORTUGUESE PATTERN OR MASTER BAMBOO OR JAPAN DUTCH TYPE OF ROOF TILES AS DIRECTED BY ENGINEER INCHARGE OF WORK . TRUSS ARE OF ISI GRADE AND ARE PAINTED WITH TWO COATS OF PRIMER AND TWO COATS OF PAINT OVER STEEL INCLUDING OF COST OF ALL LABOUR, FABRICATING, MACHINARIES, MATERIAL ETC,. INCLUDING FIXING THE GAZEBO PILLER IN CC 1:2:4 , CURING ETC., COMPLETE WITH ALL LEAD, LIFT, LOADING UNLOADING AND ANY OTHER INCIDENTAL CHARGES AND AS PER SPEC AND DIRECTION OF ENGG IN CHARGE OF WORK. | Unit | 950000.0 | 950000.0 | 1.0 | False | None | None | False | None | False | 950000.0 | 0 | | 2906239 | 95442 | None | code66 | Providing and fixing polished grey granite slab benches of size 5 feet length of seating slab 75mm thick with 1.50 feet width back rest slab of 50mm thick, side slabs of 2.50 feet depth 100mm thick including ach nosing of all edges including fixing using metal paste and ce 1:2:4 including loading and unloading and with all lead and lift etc., complete as per the direction of the Engineer in charge of the work . | Each | 19050.0 | 19050.0 | 15.0 | False | None | None | False | None | False | 285750.0 | 0 | | 2906240 | 95442 | None | code67 | 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 (Appendix I - Additionalities for Formwork, Centering & Scaffolding, P No-112 roof slab -50percentage ) with all lead and lifts as per direction of Engineer in charge | Cum | 11290.95 | 11290.95 | 50.24 | False | None | None | False | None | False | 567257.328 | 0 | | 2906241 | 95442 | None | code68 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost ofallmaterials,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.Buildings with all lead and lifts as per direction of Engineer in charge | Tonne | 98402.7 | 98402.7 | 3.52 | False | None | None | False | None | False | 346377.504 | 0 | | 2906242 | 95442 | None | code69 | 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 with all lead and lifts as per direction of Engineer in charge | Sqm | 1441.0 | 1441.0 | 134.51 | False | None | None | False | None | False | 193828.91 | 0 | | 2906243 | 95442 | None | code70 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm 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 with all lead and lifts as per direction of Engineer in charge | Sqm | 1214.4 | 1214.4 | 19.11 | False | None | None | False | None | False | 23207.184 | 0 | | 2906244 | 95442 | None | code71 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. | Sqm | 265.1 | 265.1 | 44.75 | False | None | None | False | None | False | 11863.225 | 0 | | 2906245 | 95442 | None | code72 | 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. | Sqm | 423.5 | 423.5 | 184.75 | False | None | None | False | None | False | 78241.625 | 0 | | 2906246 | 95442 | None | code73 | Providing & fixing of 2-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 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock.Wall thickness of frame & sash shall be of 1.8+-0.2 mm. Maximum possible size - 1519mm x 1519mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) with all lead and lifts as per direction of Engineer in charge | Sqm | 5929.0 | 5929.0 | 4.77 | False | None | None | False | None | False | 28281.33 | 0 | | 2906247 | 95442 | None | code74 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 :W.C. pan with ISI marked white solid plastic seat and lid with all lead and lifts as per direction of Engineer in charge | Each | 5321.8 | 5321.8 | 2.0 | False | None | None | False | None | False | 10643.6 | 0 | | 2906248 | 95442 | None | code75 | 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 with all lead and lifts as per direction of Engineer in charge | Each | 5372.4 | 5372.4 | 2.0 | False | None | None | False | None | False | 10744.8 | 0 | | 2906249 | 95442 | None | code76 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern with all lead and lifts as per direction of Engineer in charge | Each | 4899.4 | 4899.4 | 2.0 | False | None | None | False | None | False | 9798.8 | 0 | | 2906250 | 95442 | None | code77 | Providing and fixing 100 mm sand cast Iron grating for gully trap with all lead and lifts as per direction of Engineer in charge | Each | 51.7 | 51.7 | 8.0 | False | None | None | False | None | False | 413.6 | 0 | | 2906251 | 95442 | None | code78 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap with all lead and lifts as per direction of Engineer in charge | Unit | 2579.5 | 2579.5 | 2.0 | False | None | None | False | None | False | 5159.0 | 0 | | 2906252 | 95442 | None | code79 | Providing and fixing Chorinated Poly Vinyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete (Concealed work including cutting chases and making good walls) 20mm nominal OD pipes with all lead and lifts as per direction of Engineer in charge | Mtr | 416.9 | 416.9 | 50.0 | False | None | None | False | None | False | 20845.0 | 0 | | 2906253 | 95442 | None | code80 | Providing and fixing brass bib cock of approved quality 20 mm nominal bore with all lead and lifts as per direction of Engineer in charge | No | 335.5 | 335.5 | 10.0 | False | None | None | False | None | False | 3355.0 | 0 | | 2906254 | 95442 | None | code81 | Providing and fixing on terrace polyethylene water storage tank, IS:12701 marked, with cover and suitable marking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fitting and the base support for tank with all lead and lifts as per direction of Engineer in charge | l | 9.9 | 9.9 | 2000.0 | False | None | None | False | None | False | 19800.0 | 0 | | 2906255 | 95442 | None | code82 | 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-100 mm dia with all lead and lifts as per direction of Engineer in charge | Mtr | 2776.4 | 2776.4 | 30.0 | False | None | None | False | None | False | 83292.0 | 0 | | 2906256 | 95442 | None | code83 | Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size - 900mm x 2400mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) with all lead and lifts as per direction of Engineer in charge | Sqm | 6869.5 | 6869.5 | 11.97 | False | None | None | False | None | False | 82227.915 | 0 | | 2906257 | 95442 | None | code84 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.0.50 HP/0.37kW - 5 STG(stage) with all lead and lifts as per direction of Engineer in charge | Each | 11187.0 | 11187.0 | 1.0 | False | None | None | False | None | False | 11187.0 | 0 | | 2906258 | 95442 | None | code85 | Concealed Conduit System: Supplying heavy gauge PVC conduit pipe 25 mm dia 2 mm thick confirming to IS 2509 with suitable sizebends, metal/PVC Junction boxes, adhesive paste etc., andrunning before concreting the slab. The conduit should be tiedto the reinforcement rods by using binding wires and unusedways of junction boxes and pipe ends should be coveredusing PVC end enclosures, run with 18SWG GI fish wirewherever necessary with all lead and lifts as per direction of Engineer in charge | Mtr | 85.8 | 85.8 | 80.0 | False | None | None | False | None | False | 6864.0 | 0 | | 2906259 | 95442 | None | code86 | Supplying And Fixing Metal Fan Box with Round Hook with all lead and lifts as per direction of Engineer in charge | No | 128.7 | 128.7 | 1.0 | False | None | None | False | None | False | 128.7 | 0 | | 2906260 | 95442 | None | code87 | Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, 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. : I - Single Door : 12 Way SP & N with all lead and lifts as per direction of Engineer in charge | Each | 2049.3 | 2049.3 | 1.0 | False | None | None | False | None | False | 2049.3 | 0 | | 2906261 | 95442 | None | code88 | Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board. : 32-40 A 2 pole with all lead and lifts as per direction of Engineer in charge | Each | 5014.9 | 5014.9 | 1.0 | False | None | None | False | None | False | 5014.9 | 0 | | 2906262 | 95442 | None | code89 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm 2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6A flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet- Medium point above 3m upto 6m from tapping point to out let via switch box with all lead and lifts as per direction of Engineer in charge | Point | 416.9 | 416.9 | 20.0 | False | None | None | False | None | False | 8338.0 | 0 | | 2906263 | 95442 | None | code90 | 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 mm2 with all lead and lifts as per direction of Engineer in charge | Mtr | 69.3 | 69.3 | 100.0 | False | None | None | False | None | False | 6930.0 | 0 | | 2906264 | 95442 | None | code91 | Supplying 6A flush type socket and 6 A flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654 : 6A 2 Way with all lead and lifts as per direction of Engineer in charge | Each | 140.8 | 140.8 | 6.0 | False | None | None | False | None | False | 844.8 | 0 | | 2906265 | 95442 | None | code92 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. : 16A SP Switch with all lead and lifts as per direction of Engineer in charge | Each | 143.0 | 143.0 | 6.0 | False | None | None | False | None | False | 858.0 | 0 | | 2906266 | 95442 | None | code93 | Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board. : 16/6A combined plug and socket with control switch with all lead and lifts as per direction of Engineer in charge | Each | 239.8 | 239.8 | 4.0 | False | None | None | False | None | False | 959.2 | 0 | | 2906267 | 95442 | None | code94 | Supplying of recess mounting non integrated type LED down light 10-12W luminaire comprising of pressure decast/ extruded aluminium housing, with spring loaded false ceiling clA, LED of Power/COB with CCT 6500 degree K, CRIgreater than 70percentage. efficacy greater than100 lumen per W, 120degree beam spread, lifegreater than 25000 burning hours and Compliance to IS10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LED's are driven by HF electronic driver integrated in a separate control gear assembly., with PF greater than 0.95, power loss should be less than 5percentage of lamp Wage, short circuit & open circuit protection to be integrated in the circuit, THD less than 20percentage, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 10-12W with all lead and lifts as per direction of Engineer in charge | Each | 1395.9 | 1395.9 | 16.0 | False | None | None | False | None | False | 22334.4 | 0 | | 2906268 | 95442 | None | code95 | Providing and laying flooring and steps machine cut granite slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed witce-x005f-x005f-x005f-x005f-x005f-x0002-ment mortar 1:3 over existing cement concrete bed , including cost of materials, mortar labour, curing complete as per specifications. with all lead and lifts as per direction of Engineer in charge | Sqm | 4706.9 | 4706.9 | 30.0 | False | None | None | False | None | False | 141207.0 | 0 | | 2906269 | 95442 | None | code96 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in charge. | Sqm | 9103.6 | 9103.6 | 7.56 | False | None | None | False | None | False | 68823.216 | 0 | | 2906270 | 95442 | None | code97 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in charge | Kg | 149.6 | 149.6 | 19815.27 | False | None | None | False | None | False | 2964364.392 | 0 | | 2906271 | 95442 | None | code98 | Providing and fixing in wall lining flat pressed three layer (medium den-x005f-x0002-sity) particle board or graded wood Pre-laminated one side decorative lamination and other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed arrangement and screws etc. with all lead and lifts as per direction of Engineer in charge | Sqm | 1219.9 | 1219.9 | 25.2 | False | None | None | False | None | False | 30741.48 | 0 | | 2906272 | 95442 | None | code99 | 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 | Sqm | 183.7 | 183.7 | 244.28 | False | None | None | False | None | False | 44874.236 | 0 | | 2906273 | 95442 | None | code100 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. | Sqm | 152.9 | 152.9 | 1747.5 | False | None | None | False | None | False | 267192.75 | 0 | | 2906274 | 95442 | None | code101 | Constructing brick masonry chamber of internal dimension 600x450mm 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 75mmhk for fixing CI cover & frame etc. excluding the cost of CI frame and cover with all lead and lifts as per direction of Engineer in charge | Each | 5270.1 | 5270.1 | 2.0 | False | None | None | False | None | False | 10540.2 | 0 | | 2906275 | 95442 | None | code102 | Supplying to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete: 1200 mmx1250 mm with all lead and lifts as per direction of Engineer in charge | Each | 10498.4 | 10498.4 | 3.0 | False | None | None | False | None | False | 31495.2 | 0 | | 2906276 | 95442 | None | code103 | 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 necesary, 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. (The cost of steel reinforcement to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. Add 3percentage for formwork over finished rate of concrete with all lead and lifts as per direction of Engineer in charge | Cum | 7255.73 | 7255.73 | 55.37 | False | None | None | False | None | False | 401749.7701 | 0 | | 2906277 | 95442 | None | code104 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in charge. (Made of G.I. wire of dia 4 mm) with all lead and lifts as per direction of Engineer in charge | Sqm | 883.3 | 883.3 | 1697.5 | False | None | None | False | None | False | 1499401.75 | 0 | | 2906278 | 95442 | None | code105 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire with all lead and lifts as per direction of Engineer in charge | Sqm | 19.8 | 19.8 | 1059.0 | False | None | None | False | None | False | 20968.2 | 0 | | 2906279 | 95442 | None | code106 | 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. | Cum | 115.5 | 115.5 | 693.19 | False | None | None | False | None | False | 80063.445 | 0 | | 2906280 | 95442 | None | code107 | Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not lessthan 95 percent or as stipulated using power roller etc., complete with all lead (1 KM as per rate analysis) and all lifts. | Cum | 691.9 | 691.9 | 808.73 | False | None | None | False | None | False | 559560.287 | 0 | | 2906281 | 95442 | None | code108 | Cost of Haulage Excluding Loading and Unloading for gravel Case-1 : Surfaced Road .B. Taking output 18 tonne load and lead 45 km | T.Km | 8.8 | 8.8 | 65506.93 | False | None | None | False | None | False | 576460.984 | 0 | | 2906282 | 95442 | None | code109 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | 139.7 | 139.7 | 1040.0 | False | None | None | False | None | False | 145288.0 | 0 | | 2906283 | 95442 | None | code110 | 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6838.7 | 6838.7 | 347.33 | False | None | None | False | None | False | 2375285.671 | 0 | | 2906284 | 95442 | None | code111 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 7027.9 | 7027.9 | 659.38 | False | None | None | False | None | False | 4634056.702 | 0 | | 2906285 | 95442 | None | code112 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in charge. | Kg | 149.6 | 149.6 | 34594.17 | False | None | None | False | None | False | 5175287.832 | 0 | | 2906286 | 95442 | None | code113 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in charge. (Made of G.I. wire of dia 4 mm) | Sqm | 883.3 | 883.3 | 1786.3 | False | None | None | False | None | False | 1577838.79 | 0 | | 2906287 | 95442 | None | code114 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. | Sqm | 152.9 | 152.9 | 4652.1 | False | None | None | False | None | False | 711306.09 | 0 | | 2906288 | 95442 | None | code115 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 266.2 | 266.2 | 827.21 | False | None | None | False | None | False | 220203.302 | 0 | | 2906289 | 95442 | None | code116 | Providing and laying flamed finish 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 :** Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent | Sqm | 2712.6 | 2712.6 | 46.25 | False | None | None | False | None | False | 125457.75 | 0 | | 2906290 | 95442 | None | code117 | 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 | 191.4 | 191.4 | 17.6 | False | None | None | False | None | False | 3368.64 | 0 | | 2906291 | 95442 | None | code118 | Supplying and fixing new Mangalore tiles on existing reepers | Sqm | 523.6 | 523.6 | 140.0 | False | None | None | False | None | False | 73304.0 | 0 | | 2906292 | 95442 | None | code119 | Providing Mangalore Ridge tiles set in C.M. 1:2 and pointed with C.M.1:2 | Mtr | 273.9 | 273.9 | 32.0 | False | None | None | False | None | False | 8764.8 | 0 | | 2906293 | 95442 | None | code120 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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 | 126.5 | 126.5 | 70.0 | False | None | None | False | None | False | 8855.0 | 0 | | 2906294 | 95442 | None | code121 | Providing and Filling in foundation with granite/trap broken metal 100 mm and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications | Cum | 2950.2 | 2950.2 | 133.0 | False | None | None | False | None | False | 392376.6 | 0 | | 2906295 | 95442 | None | code122 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7326.18 | 7326.18 | 57.04 | False | None | None | False | None | False | 417885.3072 | 0 | | 2906296 | 95442 | None | code123 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Appendix I - Additionalities for Formwork, Centering & Scaffolding, P No-111, Sl No-5,Open foundation-4percentage) | Cum | 7248.38 | 7248.38 | 3.456 | False | None | None | False | None | False | 25050.40128 | 0 | | 2906297 | 95442 | None | code124 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Appendix I -Additionalities for Formwork, Centering & Scaffolding, P No-112, Sl No.11,Earth retaining structures-10percentage) | Cum | 7666.56 | 7666.56 | 223.13 | False | None | None | False | None | False | 1710639.5328 | 0 | | 2906298 | 95442 | None | code125 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Appendix I -Additionalities for Formwork, Centering & Scaffolding, P No-111, Sl No.3,Cross Drainages-5percentage) | Cum | 7318.08 | 7318.08 | 221.2 | False | None | None | False | None | False | 1618759.296 | 0 | | 2906299 | 95442 | None | code126 | 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.All other type of structures | Tonne | 86912.1 | 86912.1 | 38.5 | False | None | None | False | None | False | 3346115.85 | 0 | | 2906300 | 95442 | None | code127 | 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 | 265.1 | 265.1 | 4.4 | False | None | None | False | None | False | 1166.44 | 0 | | 2906301 | 95442 | None | code128 | 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 | 292.6 | 292.6 | 526.95 | False | None | None | False | None | False | 154185.57 | 0 | | 2906302 | 95442 | None | code129 | 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 | 112.2 | 112.2 | 1646.15 | False | None | None | False | None | False | 184698.03 | 0 | | 2906303 | 95442 | None | code130 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer in charge. | Sqm | 280.5 | 280.5 | 1132.9 | False | None | None | False | None | False | 317778.45 | 0 | | 2906304 | 95442 | None | code131 | Providing and fixing polished grey granite slab benches of size 5 feet length of seating slab 75mm thick with 1.50 feet width back rest slab of 50mm thick, side slabs of 2.50 feet depth 100mm thick including bull nosing of all edges including fixing using metal paste and cc 1:2:4 including loading and unloading and with all lead and lift etc., complete as per the direction of the Engineer in charge of the work. (Earthwork, Platform to be measured and paidseparately) | No | 19050.0 | 19050.0 | 25.0 | False | None | None | False | None | False | 476250.0 | 0 |
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