| 1719595857000 | 0 | None | None | Water supply/sewage lines | CONSTRUCTION OF RO PLANT AT CMC QUARTERS HATTIKUNI ROAD IN YADGIRI CITY AND CONSTRUCTION OF RO PLANT AT NEAR SHASHIDHAR COLONY IN YADGIR CITY | 1662164.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3405418 | 120233 | None | code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer :In area of light jungle | ha | 165946.2 | 165946.2 | 0.01 | False | None | None | False | None | False | 1659.462 | 0 | | 3405419 | 120233 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and i upio 1.5 m including cost of labour, louis, usage of machinery & other appurtenaces required to complete the work : In all kinds of soils Depth upto 3 m | Cum | 76.65 | 76.65 | 17.72 | False | None | None | False | None | False | 1358.238 | 0 | | 3405420 | 120233 | None | code03 | 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 and down size graded crushed coarse aggregates | Cum | 6222.3 | 6222.3 | 4.36 | False | None | None | False | None | False | 27129.228 | 0 | | 3405421 | 120233 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5693.1 | 5693.1 | 24.16 | False | None | None | False | None | False | 137545.296 | 0 | | 3405422 | 120233 | None | code05 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 422.1 | 422.1 | 10.8 | False | None | None | False | None | False | 4558.68 | 0 | | 3405423 | 120233 | None | code06 | 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. | Cum | 1375.5 | 1375.5 | 71.52 | False | None | None | False | None | False | 98375.76 | 0 | | 3405424 | 120233 | None | code07 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2628.15 | 2628.15 | 19.8 | False | None | None | False | None | False | 52037.37 | 0 | | 3405425 | 120233 | None | code08 | 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 | 137.55 | 137.55 | 22.68 | False | None | None | False | None | False | 3119.634 | 0 | | 3405426 | 120233 | None | code09 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :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 | 281.4 | 281.4 | 143.04 | False | None | None | False | None | False | 40251.456 | 0 | | 3405427 | 120233 | None | code10 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :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 | 69.3 | 69.3 | 143.04 | False | None | None | False | None | False | 9912.672 | 0 | | 3405428 | 120233 | None | code11 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications | Sqm | 1732.5 | 1732.5 | 24.0 | False | None | None | False | None | False | 41580.0 | 0 | | 3405429 | 120233 | None | code12 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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 | 145.95 | 145.95 | 39.6 | False | None | None | False | None | False | 5779.62 | 0 | | 3405430 | 120233 | None | code13 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 142.8 | 142.8 | 270.0 | False | None | None | False | None | False | 38556.0 | 0 | | 3405431 | 120233 | None | code14 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 596.4 | 596.4 | 33.12 | False | None | None | False | None | False | 19752.768 | 0 | | 3405432 | 120233 | None | code15 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped,
probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete | Each | 5552.4 | 5552.4 | 2.0 | False | None | None | False | None | False | 11104.8 | 0 | | 3405433 | 120233 | None | code16 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) | m | 388.5 | 388.5 | 100.0 | False | None | None | False | None | False | 38850.0 | 0 | | 3405434 | 120233 | None | code17 | Borewell depth of 50 to 100 Mtrs | m | 487.2 | 487.2 | 100.0 | False | None | None | False | None | False | 48720.0 | 0 | | 3405435 | 120233 | None | code18 | Supply of PVC pipes of 10 Kg/cm2 for 160mm | m | 756.0 | 756.0 | 48.0 | False | None | None | False | None | False | 36288.0 | 0 | | 3405436 | 120233 | None | code19 | Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge | Each | 172.2 | 172.2 | 2.0 | False | None | None | False | None | False | 344.4 | 0 | | 3405437 | 120233 | None | code20 | 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 18 STG | No | 16464.0 | 16464.0 | 2.0 | False | None | None | False | None | False | 32928.0 | 0 | | 3405438 | 120233 | None | code21 | 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..1x3x4 m2 | m | 141.75 | 141.75 | 170.0 | False | None | None | False | None | False | 24097.5 | 0 | | 3405439 | 120233 | None | code22 | 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 | | 3405440 | 120233 | None | code23 | 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.for outdoor Upto 3 HP pumps | No | 7875.0 | 7875.0 | 2.0 | False | None | None | False | None | False | 15750.0 | 0 | | 3405441 | 120233 | None | code24 | 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 | | 3405442 | 120233 | None | code25 | 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 | 141.75 | 141.75 | 40.0 | False | None | None | False | None | False | 5670.0 | 0 | | 3405443 | 120233 | None | code26 | 32mm Normal gauge polythene bore pipes | m | 74.55 | 74.55 | 150.0 | False | None | None | False | None | False | 11182.5 | 0 | | 3405444 | 120233 | None | code27 | 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 | No | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3405445 | 120233 | None | code28 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments 50mm | No | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 3405446 | 120233 | None | code29 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes | m | 333.9 | 333.9 | 120.0 | False | None | None | False | None | False | 40068.0 | 0 | | 3405447 | 120233 | None | code31 | Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed
specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 1000 LPH FRP : skid type | No | 436800.0 | 436800.0 | 2.0 | False | None | None | False | None | False | 873600.0 | 0 | | 3405448 | 120233 | None | code32 | Gescom Charges | Job | 10000.0 | 10000.0 | 2.0 | False | None | None | False | None | False | 20000.0 | 0 |
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