1724403976000 | 0 | None | None | Water supply/sewage lines | Construction of open well for Pallikeri School and Kantri School. | 547164.48 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3846261 | 146785 | None | 0001 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Depth upto 1.50m | Cum | 1310.4 | 1310.4 | 8.51 | False | None | None | False | None | False | 11151.504 | 0 | 3846262 | 146785 | None | 0002 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Depth exceeding 1.50m, but not exceeding 3m | Cum | 1429.12 | 1429.12 | 8.51 | False | None | None | False | None | False | 12161.8112 | 0 | 3846263 | 146785 | None | 0003 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Depth exceeding 3.0m, but not exceeding 4.50m | Cum | 1514.24 | 1514.24 | 8.51 | False | None | None | False | None | False | 12886.1824 | 0 | 3846264 | 146785 | None | 0004 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Depth exceeding 4.5m, but not exceeding 6.0m | Cum | 1581.22 | 1581.22 | 8.51 | False | None | None | False | None | False | 13456.1822 | 0 | 3846265 | 146785 | None | 0005 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Depth exceeding 6.0m, but not exceeding 7.50m | Cum | 1648.19 | 1648.19 | 8.51 | False | None | None | False | None | False | 14026.0969 | 0 | 3846266 | 146785 | None | 0006 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Depth exceeding 7.50m, but not exceeding 9.0m | Cum | 1715.17 | 1715.17 | 8.51 | False | None | None | False | None | False | 14596.0967 | 0 | 3846267 | 146785 | None | 0007 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Depth exceeding 9.0m, but not exceeding 10.50m | Cum | 1782.14 | 1782.14 | 8.51 | False | None | None | False | None | False | 15166.0114 | 0 | 3846268 | 146785 | None | 0008 | Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, Cost of blasting materials, 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 and all other appurtenances to complete in the following strata. Depth exceeding 10.50m, but not exceeding 12.0m | Cum | 1849.12 | 1849.12 | 8.51 | False | None | None | False | None | False | 15736.0112 | 0 | 3846269 | 146785 | None | 0009 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with 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 pecifications. M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 8515.58 | 8515.58 | 15.91 | False | None | None | False | None | False | 135482.8778 | 0 | 3846270 | 146785 | None | 00010 | 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 | Tonne | 88492.32 | 88492.32 | 0.46 | False | None | None | False | None | False | 40706.4672 | 0 | 3846271 | 146785 | None | 00011 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all com- plete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer- in-Charge | Kg | 118.72 | 118.72 | 43.56 | False | None | None | False | None | False | 5171.4432 | 0 | 3846272 | 146785 | None | 00012 | Filling approved 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 | 484.96 | 484.96 | 28.23 | False | None | None | False | None | False | 13690.4208 | 0 | 3846273 | 146785 | None | 00013 | Providing, Single Phase Submersible Pump Sets of 100mm dia (4 inch)
suitable for bore well confirming to IS 8034-2000 specifications, to work
site with testing of as per instructions of engineer incharge of work and
latest amendments etc complete. 1.00 HP/0.75KW 7STG | Each | 14916.16 | 14916.16 | 2.0 | False | None | None | False | None | False | 29832.32 | 0 | 3846274 | 146785 | None | 00014 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter etc. complete. Upto 3HP pumps | Each | 7280.0 | 7280.0 | 2.0 | False | None | None | False | None | False | 14560.0 | 0 | 3846275 | 146785 | None | 00015 | Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. | m | 44.8 | 44.8 | 24.0 | False | None | None | False | None | False | 1075.2 | 0 | 3846276 | 146785 | None | 00016 | Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments | m | 616.0 | 616.0 | 24.0 | False | None | None | False | None | False | 14784.0 | 0 | 3846277 | 146785 | None | 00017 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1512.0 | 1512.0 | 24.0 | False | None | None | False | None | False | 36288.0 | 0 | 3846278 | 146785 | None | 00018 | Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia | Job | 4200.0 | 4200.0 | 24.0 | False | None | None | False | None | False | 100800.0 | 0 | 3846279 | 146785 | None | 00019 | Providing main connection from pole PVC insulated sheathed steel wire
cable in new trench as per IS 1554/ 1988 with latest amendments with
ISI mark from KPTCL pole to meter board unit. | m | 151.2 | 151.2 | 80.0 | False | None | None | False | None | False | 12096.0 | 0 | 3846280 | 146785 | None | 00020 | Providing and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen insulating compound complete with terminals, lamps, bolts, nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3.5x10 Sqm | Each | 504.0 | 504.0 | 2.0 | False | None | None | False | None | False | 1008.0 | 0 | 3846281 | 146785 | None | 00021 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | Ltr | 10.08 | 10.08 | 1000.0 | False | None | None | False | None | False | 10080.0 | 0 | 3846282 | 146785 | None | 00022 | Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat with
approved steel primer all complete. Fixed to steel windows by welding | Kg | 188.16 | 188.16 | 119.1 | False | None | None | False | None | False | 22409.856 | 0 |
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