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| 1 | Earth work in excavation by mechanical means (Hydraulicexcavator)/ manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead upto 50 m and for all lift, asdirected by Engineer-in-charge.All kinds of soil |
| 2 | Boring/drilling bore well of required dia for casing/ strainer pipe,by suitable method prescribed in IS: 2800 (part I), includingcollecting samples from different strata, preparing and submittingstrata chart/ bore log, including hire & running charges of allequipments, tools, plants & machineries required for the job, allcomplete as per direction of Engineer-in-charge, upto 90 metredepth below ground level.All types of soil300 mm dia |
| 3 | Boring/drilling bore well of required dia for casing/ strainer pipe,by suitable method prescribed in IS: 2800 (part I), includingcollecting samples from different strata, preparing and submittingstrata chart/ bore log, including hire & running charges of allequipments, tools, plants & machineries required for the job, allcomplete as per direction of Engineer-in-charge, upto 90 metredepth below ground level.Rocky strata including Boulders300 mm dia |
| 4 | Supplying, assembling, lowering and fixing in vertical position inbore well, unplasticized PVC medium well casing (CM) pipe ofrequired dia, conforming to IS:12818, including required hire andlabour charges, fittings & accessories etc. all complete, for alldepths, as per direction of Engineer -in-charge.200 mm nominal size dia |
| 5 | Supplying, assembling, lowering and fixing in vertical position inbore well unplasticized PVC medium well screen (RMS) pipes withribs, conforming to IS: 12818, including hire & labour charges,fittings & accessories etc. all complete, for all depths, as perdirection of Engineer-in-charge.200 mm nominal size dia |
| 6 | Supplying, filling, spreading & leveling of pea sized gravel , in therecharge pit, over the existing layer of boulders, in requiredthickness, for all leads & lifts, all complete as per direction ofEngineer-in-charge. |
| 7 | Supplying, filling, spreading & leveling stone bouldersof size range 5 cm to 20 cm, in recharge pit, in therequired thickness, for all leads & lifts, all complete asper direction of Engineer-in-charge. |
| 8 | Supplying, filling, spreading & leveling gravels of sizerange 5 mm to 10 mm, in the recharge pit, over theexisting layer of boulders, in required thickness, for allleads & lifts, all complete as per direction ofEngineerin- charge. |
| 9 | Supplying, filling, spreading & leveling coarse sand ofsize range 1.5 mm to 2 mm in recharge pit, in requiredthickness over gravel layer, for all leads & lifts, allcomplete as per direction of Engineer -in-charge. |
| 10 | Gravel packing in tubewell construction in accordancewith IS: 4097, including providing gravel fine/medium/ coarse, in required grading & sizes as peractual requirement, all complete as per direction ofEngineerin- charge. |
| 11 | Providing and fixing suitable size threaded mild steelcap or spot welded plate to the top of bore wellhousing/ casing pipe, removable as per requirement,all complete for borewell of:100 mm dia |
| 12 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level :1:5:10 (1 cement : 5 manufactured sand derived fromRecycled Concrete Aggregate (RCA) : 10 graded stoneaggregate 40 mm nominal size Recycled Aggregate(RA) ) |
| 13 | Brick work with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 in foundationand plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | Providing, laying and jointing glazed stoneware pipesclass SP-1 with stiff mixture of cement mortar in theproportion of 1:1 (1 cement : 1 fine sand) includingtesting of joints etc. complete :200 mm diameter |
| 15 | Providing and placing in position 100 mm thick factorymade machine batched & machine mixed Precast RCCRectangular Covers on drains of footpath of various sizes,of M-25 grade cement concrete for RCC work, includingcost of centering, shuttering, reinforcement of 8 mm diaTMT bars of Fe 500 grade @ maximum 100mm c/c on bothways , neat cement punning on finished surface, properlyencased on all edges with 1.6 mm thick , 100 mm wide MSsheet duly painted over priming coat , reinforcement to bewelded at edges with MS sheet and providing 2 Nos. 12mm dia bar for hooks etc i/c cost of cartage, all leads & lift,handling at site etc. all complete as per direction ofEngineer-in-Charge. |
| 16 | Providing and fixing factory made precast RCC perforateddrain covers, having concrete of strength not less than M25, of size 1000 x 450x50 mm, reinforced with 8 mm diafour nos longitudinal & 9 nos cross sectional T.M.T. hoopbars, including providing 50 mm dia perforations @ 100 to125 mm c/c, including providing edge binding with M.S.flats of size 50 mm x 1.6 mm complete, all as per directionof Engineer-in-charge. |
| 17 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 18 | Development of tube well in accordance with IS : 2800(part I) and IS: 11189, to establish maximum rate of usablewater yield without sand content (beyond permissiblelimit), with required capacity air compressor, running thecompressor for required time till well is fully developed,measuring yield of well by \\"V\\" notch method or any otherapproved method, measuring static level & draw down etc.by step draw down method, collecting water samples &getting tested in approved laboratory, i/c disinfection oftubewell, all complete, including hire & labour charges ofair compressor, tools & accessories etc., all as perrequirement and direction of Engineer-in-charge |
| 19 | Steel work welded in built up sections/ framed work,including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer using structural steeletc. as required,complete as per direction of Engineer-incharge.(a)In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 20 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade,complete as per direction of Engineer-in-charge(a)Two or more coats on new work over an under coat ofsuitable shade with ordinary paint ofapproved brand and manufacture |
| 21 | Supply and installation of piezometer with cable and digital Water Level Recorder(DWLR) of approved make along with telemetry facility including configuring of the data logger andmaking data available on the web & getting it approved fromconcerned agency etc including following specificationsCable Length: 50 Meter Cable• Digital Water level Recorder• Imported Pressure transducer (Sensor) with Capability ofMeasuring till 160 meters ‘depth• Factory-Calibrated sensor.• Facility for Wall/Pipe Mounting• Durable and Rugged Design• Data Storage 8GB• Accuracy: 0.25% F.S• Operating Temperature: -10°C to +60°C• Current consumption: 5mA• Enclosure: IP65 ABS• Data Output: Microsoft Excel format• Clock: Real-time internal Clock• Input power: 220V 50Hz AC• Battery: 10 AhAdditional Features :• One Year Cloud server.• One year Machine to machine data service.• One-year free data access through cloud server• IOT SIM• 1 Year warranty |
| 22 | After applying GST Correction Factor @0.973 =9,72,305.00 |
| 23 | Add Cost Index except analysed item 6 & 21 @-0.09% Please Enable Macros to View BoQ information |
