| 1709066875000 | 0 | None | None | Other Works | Providing External water supply ,External Sanitary, CC Road & RCC Drain for Construction of 1155(1006) Houses for the slum dwellers at Yelahanka Assembly Constituency Bangalore City under PMAY-HFA. | 21121870.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2829667 | 91568 | None | code01 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner orSchlumbergers’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 ( I.No.12.4, P.No.140, of PWD Common Schedule of Rates: 2023-24 Volume 5) | Nos | 5816.8 | 5816.8 | 2.0 | False | None | None | False | None | False | 11633.6 | 0 | | 2829668 | 91568 | None | code02 | 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 ) ( I.No.12.2.1, P.No.139, of PWD Common Schedule of Rates: 2023-24 Volume 5) Upto 50.00 Mtrs | m | 407.0 | 407.0 | 100.0 | False | None | None | False | None | False | 40700.0 | 0 | | 2829669 | 91568 | None | code03 | Above 50.00 to Upto 100.00 Mtrs | m | 510.4 | 510.4 | 100.0 | False | None | None | False | None | False | 51040.0 | 0 | | 2829670 | 91568 | None | code04 | Above 100.00 to Upto 150.00 Mtrs | m | 542.3 | 542.3 | 100.0 | False | None | None | False | None | False | 54230.0 | 0 | | 2829671 | 91568 | None | code05 | Above 150.00 to Upto 200.00 Mtrs | m | 629.2 | 629.2 | 100.0 | False | None | None | False | None | False | 62920.0 | 0 | | 2829672 | 91568 | None | code06 | Above 200.00 to Upto 250.00 Mtrs | m | 738.1 | 738.1 | 100.0 | False | None | None | False | None | False | 73810.0 | 0 | | 2829673 | 91568 | None | code07 | Above 250.00 to Upto 300.00 Mtrs | m | 814.0 | 814.0 | 100.0 | False | None | None | False | None | False | 81400.0 | 0 | | 2829674 | 91568 | None | code08 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. ( I.No.12.32, P.No.143, of PWD Common Schedule of Rates: 2023-24 Volume 5) | m | 2126.3 | 2126.3 | 72.0 | False | None | None | False | None | False | 153093.6 | 0 | | 2829675 | 91568 | None | code09 | 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 olars 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 ( I.No.12.34, P.No.143, of PWD Common Schedule of Rates: 2023-24 Volume 5) | Nos | 180.4 | 180.4 | 2.0 | False | None | None | False | None | False | 360.8 | 0 | | 2829676 | 91568 | None | code10 | 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.10 kg/m 160mm Dia ( I.No.12.34, P.No.143, of PWD Common Schedule of Rates: 2023-24 Volume 5) | m | 1214.4 | 1214.4 | 36.0 | False | None | None | False | None | False | 43718.4 | 0 | | 2829677 | 91568 | None | code11 | 13.11 Providing 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, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. 20.00 HP - 135 LPM @ 350 m = 25 STG Outlet Dia - 2.00"complete page no ( I.No.13.20.5 P.No.153, of PWD Common Schedule of Rates: 2023-24 Volume 5) | No | 89199.0 | 89199.0 | 2.0 | False | None | None | False | None | False | 178398.0 | 0 | | 2829678 | 91568 | None | code12 | 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. 1x3x6 Sqm. IT no 13.22 page no 154 & UGD Works Common Schedule of Rates: 2023-24 Volume 5) | m | 203.5 | 203.5 | 1220.0 | False | None | None | False | None | False | 248270.0 | 0 | | 2829679 | 91568 | None | code13 | 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. Size: 50mm Dia ( I.No.13.24.1 P.No.154 PWD Common Schedule of Rates: 2023-24 Volume 5) | No | 1375.0 | 1375.0 | 8.0 | False | None | None | False | None | False | 11000.0 | 0 | | 2829680 | 91568 | None | code14 | 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 as per specifications.Size: 50mm Dia ( I.No.28.1, P.No.162, SOR CODE:P260A of Water Supply & UGD Works Common Schedule of Rates: 2021-22 Volume 5) | Nos | 1402.5 | 1402.5 | 8.0 | False | None | None | False | None | False | 11220.0 | 0 | | 2829681 | 91568 | None | code15 | Supply and delivery of galvanized mild steel tubes of 6mtr standardlength heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar andother end fitted with protective cover IT No 13.27.1 page 155 SR-2023-24 (50mm) | Each | 3355.0 | 3355.0 | 96.0 | False | None | None | False | None | False | 322080.0 | 0 | | 2829682 | 91568 | None | code16 | Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete..(PWD Electric SR 2023-24 - Part-I - Item no.5.42.3 Pg no.20) | Sq CM | 0.38 | 0.38 | 43500.0 | False | None | None | False | None | False | 16530.0 | 0 | | 2829683 | 91568 | None | code17 | Earthing:Supplying, fixing, wiring earth electrode for grounding conducts, I.C. cutouts and other equipments on the meter board using 40mm dia 2.9 mm thick GI pipe 2.5M long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150 mm alround the pipe to complete depth. the connection from the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc. The pipe shall have 16 through holes of 12 mm dia. ( I.No.13.39 P.No.157, PWD Common Schedule of Rates: 2023-24 Volume 5) | Job | 4125.0 | 4125.0 | 2.0 | False | None | None | False | None | False | 8250.0 | 0 | | 2829684 | 91568 | None | code18 | 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 - Outdoor type 6 to 15 HP pumps (I.No.13.24.3, P.No.155, PWD Common Schedule of Rates: 2023-24 Volume 5) | Each | 19250.0 | 19250.0 | 2.0 | False | None | None | False | None | False | 38500.0 | 0 | | 2829685 | 91568 | None | code19 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (I.No.13.25, P.No.155, PWD Common Schedule of Rates: 2023-24 Volume 5) | Kvar | 605.0 | 605.0 | 10.0 | False | None | None | False | None | False | 6050.0 | 0 | | 2829686 | 91568 | None | code20 | Fixing a shunt capacitor of upto 5 kVAR capacity with necessary clA, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor. (PWD Electric SR 2023-24 Part-I - Item no.5.4.1 Pg no.14 | Per KVAR | 154.0 | 154.0 | 2.0 | False | None | None | False | None | False | 308.0 | 0 | | 2829687 | 91568 | None | code21 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.(I.No.13.26 , P.No.155, PWD Common Schedule of Rates: 2023-24Volume 5) | Per 3 Poles | 1265.0 | 1265.0 | 2.0 | False | None | None | False | None | False | 2530.0 | 0 | | 2829688 | 91568 | 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. (I.No.13.32 , P.No.156, PWD Common Schedule of Rates: 2023-24Volume 5) | Job | 7150.0 | 7150.0 | 2.0 | False | None | None | False | None | False | 14300.0 | 0 | | 2829689 | 91568 | None | code23 | 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.(I.No.13.34, P.No.156, PWD Common Schedule of Rates: 2023-24Volume 5) | Job | 1595.0 | 1595.0 | 2.0 | False | None | None | False | None | False | 3190.0 | 0 | | 2829690 | 91568 | None | code24 | 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.(I.No.13.36, P.No.156, PWD Common Schedule of Rates: 2023-24Volume 5) | m | 148.5 | 148.5 | 40.0 | False | None | None | False | None | False | 5940.0 | 0 | | 2829691 | 91568 | None | code25 | Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit..(I.No.13.37, P.No.156, PWD Common Schedule of Rates: 2023-24Volume 5) | m | 93.5 | 93.5 | 10.0 | False | None | None | False | None | False | 935.0 | 0 | | 2829692 | 91568 | None | code26 | 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 16 sqmm (I.No.13.35.5 , P.No.156, PWD Common Schedule of Rates: 2023-24Volume 5) | m | 297.0 | 297.0 | 50.0 | False | None | None | False | None | False | 14850.0 | 0 | | 2829693 | 91568 | None | code27 | Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 3..5x10 Sqmm (I.No.44.2, P.No.164, (I.No.13.38.2 , P.No.156, PWD Common Schedule of Rates: 2023-24Volume 5) | Each | 495.0 | 495.0 | 2.0 | False | None | None | False | None | False | 990.0 | 0 | | 2829694 | 91568 | None | code28 | Supplying & fixing of Porcelain fuse channel with cut out onexisting wooden/panel using necessary nuts, bolts and washers.32A.(PWD Electric SR 2023-24 volume-6- Item no.5.7.2 Pg no.14) | Each | 241.0 | 241.0 | 6.0 | False | None | None | False | None | False | 1446.0 | 0 | | 2829695 | 91568 | None | code29 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter..(PWD Electric SR 2023-24 volume-6- Item no.5.35 Pg no.19) | Each | 5705.0 | 5705.0 | 2.0 | False | None | None | False | None | False | 11410.0 | 0 | | 2829696 | 91568 | None | code30 | Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws..(PWD Electric SR 2023-24 volume-6- Item no.3.9 Pg no.9) | Sq CM | 0.35 | 0.35 | 13500.0 | False | None | None | False | None | False | 4725.0 | 0 | | 2829697 | 91568 | None | code31 | Supply and delivery at site Accessories for Single Phase pumpset like SS Groove Nipples,SS Studs & Nuts,Screw Clips &water proof Insulation Tape etc complete with ISI mark.(PWD Electric SR 2023-24 volume-5- Item no.13.30 Pg no.155) | Set | 4950.0 | 4950.0 | 2.0 | False | None | None | False | None | False | 9900.0 | 0 | | 2829698 | 91568 | None | code32 | Earth work excavation for pipelines/cables by Manual means upto 600 mmtrench width, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, removal of stumps andother deleterious matter, including dressing of excavated surfaces,disposingoff or leveling the excavated earth or sorting & stacking the selected earth forreuse in a radius of 50 m. Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering and liftupto 1.5 m including cost of labour, tools, usage& other appurtenances requiredto complete the work. | Cum | 532.4 | 532.4 | 1883.25 | False | None | None | False | None | False | 1002642.3 | 0 | | 2829699 | 91568 | None | code33 | Providing, laying and jointing HDPE pipes of specified grade andconforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic testas per relevant ISS with all lead and lifts including encasing the pipealround to a depth of not less than 15 cms. with soft gravel or selectedearth available from the excation, testing and commissioning. Therate is exclusive of required specials and fittings wherever necessarylike saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete(Contractor will make his own arrangements for procuring water fortesting) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN12.5, 63mm dia | m | 311.3 | 311.3 | 4900.0 | False | None | None | False | None | False | 1525370.0 | 0 | | 2829700 | 91568 | None | code34 | 63 MM ELECTRO FUSION TEE | Each | 270.6 | 270.6 | 40.0 | False | None | None | False | None | False | 10824.0 | 0 | | 2829701 | 91568 | None | code35 | 63 MM ELECTRO FUSION ELBOW | Each | 271.7 | 271.7 | 40.0 | False | None | None | False | None | False | 10868.0 | 0 | | 2829702 | 91568 | None | code36 | Electrofusion saddle | Each | 385.0 | 385.0 | 711.0 | False | None | None | False | None | False | 273735.0 | 0 | | 2829703 | 91568 | None | code37 | Supply and delivery of galvanized mild steel tubes of 6mtr standardlength heavyduty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments withISIMark (one end fitted with Heavy Duty collar andother end fittedwithprotectivecover IT No 13.27.1 page 155 SR-2023-2 | Each | 3355.0 | 3355.0 | 13.33 | False | None | None | False | None | False | 44722.15 | 0 | | 2829704 | 91568 | None | code38 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. | Each | 8141.1 | 8141.1 | 4.0 | False | None | None | False | None | False | 32564.4 | 0 | | 2829705 | 91568 | None | code39 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE ofvariouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainlesssteel, wedge fully rubber lined with EDPM seals of NBR and the valvesshould be vacum tight and 100% leak proof with face to face dimensionsas per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body andbonnet should be coated with Electrostatically appliedEpoxy PowderCoating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts& nuts and rubber insertions etc. but excluding earth work. For PN-10:(Note: TPset should be considered only for DI pipes estimate. For MSpipes estimates, TP sets cost of corresponding dia shall be deducted fromthe SR rates of valves and provision for corresponding dia MS flangesshould bemade in the estimate.) For sluice Valve of PN - 10.0 and 50mm | Each | 6088.5 | 6088.5 | 4.0 | False | None | None | False | None | False | 24354.0 | 0 | | 2829706 | 91568 | None | code40 | 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( 25 mm nominal dia Pipes ) | m | 325.6 | 325.6 | 4266.0 | False | None | None | False | None | False | 1389009.6 | 0 | | 2829707 | 91568 | None | code41 | P.T.M.T. Bib cock with nozzle 15mm | Nos | 165.0 | 165.0 | 711.0 | False | None | None | False | None | False | 117315.0 | 0 | | 2829708 | 91568 | None | code42 | Supply of PPR Gate valve confirming to IS 15801-2008 and DIN Standards 8077/8092)( PPR Gate valve 63mm) | Nos | 1612.6 | 1612.6 | 50.0 | False | None | None | False | None | False | 80630.0 | 0 | | 2829709 | 91568 | None | code43 | Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic dischargeof accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete For K Air Valves of 80mm dia. | Nos | 28977.3 | 28977.3 | 10.0 | False | None | None | False | None | False | 289773.0 | 0 | | 2829710 | 91568 | None | code44 | 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 wor (PWD SR, Vol No-1 Page No-08, Item No-1.14.1, 1.14.2) | Cum | 112.2 | 112.2 | 94.48 | False | None | None | False | None | False | 10600.656 | 0 | | 2829711 | 91568 | None | code45 | In ordinary/soft rock without blasting ,Depth exceeding 1.5 m, but not exceeding 3 m (PWD SR, Vol No-1 Page No-09, Item No-1.15.2) | Cum | 467.5 | 467.5 | 314.96 | False | None | None | False | None | False | 147243.8 | 0 | | 2829712 | 91568 | None | code46 | 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 (PWD SR, Vol No-1 Page No-07 Item No-1.9) | Cum | 224.4 | 224.4 | 208.3536 | False | None | None | False | None | False | 46754.54784 | 0 | | 2829713 | 91568 | None | code47 | KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix M7.5 (1:4:8)with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregtes @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. (PWD SR, Vol:I, Sl.No: 2.1.2, P.No: 15) | Cum | 6230.4 | 6230.4 | 23.62 | False | None | None | False | None | False | 147162.048 | 0 | | 2829714 | 91568 | None | code48 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR, Vol:I, Sl.No: 2.3.2, P.No: 16) | Cum | 7128.0 | 7128.0 | 121.47 | False | None | None | False | None | False | 865838.16 | 0 | | 2829715 | 91568 | None | code49 | CENTERING 10% ON CONCRETE ITEM) | Sqm | 712.8 | 712.8 | 519.2 | False | None | None | False | None | False | 370085.76 | 0 | | 2829716 | 91568 | None | code50 | 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.Volume - 01, I.No: 2.11(a), P.No : 18 | Tonne | 98402.7 | 98402.7 | 16.4 | False | None | None | False | None | False | 1613804.28 | 0 | | 2829717 | 91568 | None | code51 | 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 (PWD SR, Vol:II, Sl.No: 8.1.2, P.No: 41) | Sqm | 265.1 | 265.1 | 327.96 | False | None | None | False | None | False | 86942.196 | 0 | | 2829718 | 91568 | None | code52 | Providing 18 mm cement plaster in two coats under layer 12mm thick cement plaster with cement mortar 1:5 (1 cement:5 coars sand) finished with a top layer 6mm thick cement plaster with cement morter 1:6 (1 cement:6 coars 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 (PWD SR, Vol:II, Sl.No: 8.9, P.No: 42) | Sqm | 423.5 | 423.5 | 127.97 | False | None | None | False | None | False | 54195.295 | 0 | | 2829719 | 91568 | None | code53 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification (PWD SR, Vol:II, Sl.No: 15.6, P.No: 150) | Sqm | 557.7 | 557.7 | 246.06 | False | None | None | False | None | False | 137227.662 | 0 | | 2829720 | 91568 | None | code54 | Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. Including M.S. frame , size 50 x 50 x 6 mm and shutters of 3 mm thickness with hinges at top and locking arrangements, painting with all lead and lifts etc., complete. (PWD SR, Vol:V, Sl.No: 7.3, P.No: 85) | Nos | 2354.0 | 2354.0 | 4.0 | False | None | None | False | None | False | 9416.0 | 0 | | 2829721 | 91568 | None | code55 | 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. For 5 HP (PWD SR Vol - V, I.No: 13.13.6 P.No : 152) | Each | 35350.7 | 35350.7 | 4.0 | False | None | None | False | None | False | 141402.8 | 0 | | 2829722 | 91568 | None | code56 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism (PWD SR, Vol: VI, Sl.No : 5.15.14, P.No: 16) | Each | 23566.4 | 23566.4 | 4.0 | False | None | None | False | None | False | 94265.6 | 0 | | 2829723 | 91568 | None | code57 | Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:
CSR 2023 - 024, It. No. 7.1.2 pg no.85 | m | 5281.1 | 5281.1 | 8.0 | False | None | None | False | None | False | 42248.8 | 0 | | 2829724 | 91568 | None | code58 | Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.CSR 2023 - 024, It. No.13.43.1, Vol-V Pg. No. 157 | Each | 10450.0 | 10450.0 | 2.0 | False | None | None | False | None | False | 20900.0 | 0 | | 2829725 | 91568 | None | code59 | Providing and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments.CSR 2023 - 024, It. No.13.46, Vol-V Pg. No. 158 | m | 618.2 | 618.2 | 300.0 | False | None | None | False | None | False | 185460.0 | 0 | | 2829726 | 91568 | None | code60 | Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump upto 10HP confirming with ISI mark and its latest amendments. CSR 2023 - 024, It. No.13.47, Vol-V Pg. No. 158 | Each | 1925.0 | 1925.0 | 4.0 | False | None | None | False | None | False | 7700.0 | 0 | | 2829727 | 91568 | None | code61 | 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. (Supplying and Errection of pump room of size 1.2mX2.4X2.3mm with door locking arrangements )CSR 2023 - 024, It. No.16.3.19, Vol-V Pg. No. 189 | Each | 51574.6 | 51574.6 | 2.0 | False | None | None | False | None | False | 103149.2 | 0 | | 2829728 | 91568 | None | code62 | 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. All kinds of soils. Depth upto 1.50 cum | Cum | 288.2 | 288.2 | 672.675 | False | None | None | False | None | False | 193864.935 | 0 | | 2829729 | 91568 | None | code63 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 452.1 | 452.1 | 400.0 | False | None | None | False | None | False | 180840.0 | 0 | | 2829730 | 91568 | None | code64 | Constructing brick masonry chamber of internal dimension 450x450mm 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 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. | Each | 4659.6 | 4659.6 | 50.0 | False | None | None | False | None | False | 232980.0 | 0 | | 2829731 | 91568 | None | code65 | Supply and delivery at site special moulded variety PVC elbows as per
IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with
its latest amendments 110 mm dia PVC Elbows | Each | 332.2 | 332.2 | 50.0 | False | None | None | False | None | False | 16610.0 | 0 | | 2829732 | 91568 | None | code66 | Supply and delivery at site special moulded variety PVC reducer as per
IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with
its latest amendment 200 mm dia PVC REDUCER | Each | 870.1 | 870.1 | 50.0 | False | None | None | False | None | False | 43505.0 | 0 | | 2829733 | 91568 | None | code67 | 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.10 kg/m 200mm Dia | m | 1226.5 | 1226.5 | 250.0 | False | None | None | False | None | False | 306625.0 | 0 | | 2829734 | 91568 | None | code68 | 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 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 21.6 | False | None | None | False | None | False | 134576.64 | 0 | | 2829735 | 91568 | None | code69 | 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 supplying 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 anddirection of the Engineer Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & Frame | Nos | 48204.2 | 48204.2 | 5.0 | False | None | None | False | None | False | 241021.0 | 0 | | 2829736 | 91568 | None | code70 | 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 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 1.6M depth& SFRC cover & Frame | Nos | 60174.4 | 60174.4 | 10.0 | False | None | None | False | None | False | 601744.0 | 0 | | 2829737 | 91568 | None | code71 | 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 supplying 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 Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 2.0 M depth & SFRC cover & Frame | Each | 67454.2 | 67454.2 | 5.0 | False | None | None | False | None | False | 337271.0 | 0 | | 2829738 | 91568 | None | code72 | 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 | 873.59 | False | None | None | False | None | False | 98016.798 | 0 | | 2829739 | 91568 | None | code73 | 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 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 124.8 | False | None | None | False | None | False | 777553.92 | 0 | | 2829740 | 91568 | None | code74 | 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 & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7303.06 | 7303.06 | 124.8 | False | None | None | False | None | False | 911421.888 | 0 | | 2829741 | 91568 | None | code75 | 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 & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9389.65 | 9389.65 | 102.0 | False | None | None | False | None | False | 957744.3 | 0 | | 2829742 | 91568 | None | code76 | 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. h.All other type of structures | Tonne | 86912.1 | 86912.1 | 13.608 | False | None | None | False | None | False | 1182699.8568 | 0 | | 2829743 | 91568 | None | code77 | Providing and laying 100mm thick pre-cast cover slabs over drains &Rain pit of width not exceeding 800 mm using M20 concrete reinforcedwith Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Sqm | 1020.8 | 1020.8 | 1560.0 | False | None | None | False | None | False | 1592448.0 | 0 | | 2829744 | 91568 | None | code78 | 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. | Cum | 104.5 | 104.5 | 476.3675 | False | None | None | False | None | False | 49780.40375 | 0 | | 2829745 | 91568 | None | code79 | 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 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 204.157 | False | None | None | False | None | False | 1271979.7728 | 0 | | 2829746 | 91568 | None | code80 | Construction of un-reinforced plain cement concrete pavementusing RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90kg/m3 (75:25 proportion) as per approved mix design procedureand thickness as per design, over a prepared sub base. Thesuperplastisiser confirming to IS 9103-1999 Reaffirmed-2008,Coarse aggregates and Fine aggregate confirming to IS:383-2016,transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreadingthe concrete with shovels, rackers and compacted using needle,suitable plate vibrator and finished in a continuous operationincluding provision of separation membrane and Hessian clothfinishing to lines and grades complete including cost of allmaterials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cuttingshall be paid seperately | Cum | 7451.4 | 7451.4 | 204.157 | False | None | None | False | None | False | 1521255.4698 | 0 | | 2829747 | 91568 | None | code81 | PART E: BESCOM Deposit (This item not included GST amount and Bescom deposit payment based on Bescom payment vochers, receipts, Challens). | LS | 100000.0 | 100000.0 | 1.0 | False | None | None | False | None | False | 100000.0 | 0 |
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