1724841448000 | 0 | None | None | Water supply/sewage lines | Supply & Fixing of Motor pump and providing & Laying of Pipe line and construction of Cistern tank Behind APMC School and Smiore Colony in Sandur Town Limi | 355269.7 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3873340 | 148494 | None | code01 | Positioning of the rig for retrival of failed borewells, raising mast and aligning the hammer and drill rods moounded on the rotary head of the rig concentric with borewell of 140-149 mm dia. to be retrived (wherever further geo-physical investigation has revealed that the existing aquifer / aquifers have not been tapped to the full depth) including selection of the
suitable bit for deepening etc. The cost is for the work of Each bore well. | Each | 3366.3 | 3366.3 | 1.0 | False | None | None | False | None | False | 3366.3 | 0 | 3873341 | 148494 | None | code02 | Re-drilling of filled-up borewell, including yield test at final depth. (Above 450m of drilling add 10% for every 50m depth) | m | 466.2 | 466.2 | 60.0 | False | None | None | False | None | False | 27972.0 | 0 | 3873342 | 148494 | None | code03 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work 3.00 HP - 90 LPM @ 66 m =10 STG Outlet Dia - 2.00” | Set | 29518.65 | 29518.65 | 2.0 | False | None | None | False | None | False | 59037.3 | 0 | 3873343 | 148494 | None | code04 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments..,1x 3 C X 4.0 Sq.mm | m | 141.75 | 141.75 | 160.0 | False | None | None | False | None | False | 22680.0 | 0 | 3873344 | 148494 | None | code05 | 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)DOLDirect Online Starter 2)S-D- Star Delta Starter Out door type Upto 6 HP pumps | Each | 11025.0 | 11025.0 | 2.0 | False | None | None | False | None | False | 22050.0 | 0 | 3873345 | 148494 | None | code06 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. . 3.5 x 10 sqmm | m | 204.75 | 204.75 | 30.0 | False | None | None | False | None | False | 6142.5 | 0 | 3873346 | 148494 | None | code07 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | 3873347 | 148494 | None | code08 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50mm | Each | 3202.5 | 3202.5 | 26.0 | False | None | None | False | None | False | 83265.0 | 0 | 3873348 | 148494 | None | code09 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | 3873349 | 148494 | None | code10 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1522.5 | 1522.5 | 2.0 | False | None | None | False | None | False | 3045.0 | 0 | 3873350 | 148494 | None | code11 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled mate rials and stacking serviceable and unserviceable
materials separately | Cum | 591.15 | 591.15 | 4.5 | False | None | None | False | None | False | 2660.175 | 0 | 3873351 | 148494 | None | code12 | 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. | Cum | 275.1 | 275.1 | 54.0 | False | None | None | False | None | False | 14855.4 | 0 | 3873352 | 148494 | None | code13 | 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 complete.6 Kg/m2: 63mm(weight of pipe -0.662 kg) | m | 145.95 | 145.95 | 150.0 | False | None | None | False | None | False | 21892.5 | 0 | 3873353 | 148494 | None | code14 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 40.5 | False | None | None | False | None | False | 6804.0 | 0 | 3873354 | 148494 | None | code15 | Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 3.0 | False | None | None | False | None | False | 8060.85 | 0 | 3873355 | 148494 | None | code16 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum ize of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and inished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work | Cum | 6692.7 | 6692.7 | 3.0 | False | None | None | False | None | False | 20078.1 | 0 | 3873356 | 148494 | None | code17 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 1.41 | False | None | None | False | None | False | 358.281 | 0 | 3873357 | 148494 | 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 technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.42 | False | None | None | False | None | False | 2497.824 | 0 | 3873358 | 148494 | None | code19 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 1.01 | False | None | None | False | None | False | 5950.4655 | 0 | 3873359 | 148494 | None | code20 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5820.15 | 5820.15 | 1.01 | False | None | None | False | None | False | 5878.3515 | 0 | 3873360 | 148494 | None | code21 | 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 | 267.75 | 267.75 | 2.7 | False | None | None | False | None | False | 722.925 | 0 | 3873361 | 148494 | None | code22 | 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 | 6527.85 | 6527.85 | 0.38 | False | None | None | False | None | False | 2480.583 | 0 | 3873362 | 148494 | None | code23 | Supply and erection of 2.50 mtr height ready made latrins/pumphouse/water cirsterns: RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5Mtr. With Wall thickness 65mm | Each | 17221.05 | 17221.05 | 1.0 | False | None | None | False | None | False | 17221.05 | 0 | 3873363 | 148494 | None | code24 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials
etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 1.0 | False | None | None | False | None | False | 1976.1 | 0 |
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