| 1709184830000 | 0 | None | None | Water supply/sewage lines | Redrilling of borewell at Viveknagar Durgamurgi galli handpump and Construction of Jalakumbha near toilet, RVR school near lake, Attar galli near canal and near Yallamma temple, Drilling of borewell and installation of pumpset, jalakumbha at Shrinagar and near Ambabayi temple hunashe tree under tpc limit. | 1189083.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2852966 | 92585 | None | RBG1 | Re-drilling of filled-up borewell, including yield test at final depth. [PWD SR 2023-24, VOL- V, I.no -12.6, P.no-140] | Mtr | 466.2 | 466.2 | 668.0 | False | None | None | False | None | False | 311421.6 | 0 | | 2852967 | 92585 | None | RBG2 | 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. [PWD SR 2023-24, VOLUME NO - V, I.No: 12.4 P.no - 140] | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 2852968 | 92585 | None | RBG3 | 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 ) Borewell depth of 0 to 50 m [PWD SR 2023-24, VOL- V, I.no -12.1.1, P.no-139] | Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 2852969 | 92585 | None | RBG4 | 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 ) Borewell depth of 50 to 100 m [PWD SR 2023-24, VOL- V, I.no -12.1.2, P no-139] | Mtr | 487.2 | 487.2 | 50.0 | False | None | None | False | None | False | 24360.0 | 0 | | 2852970 | 92585 | None | RBG5 | 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 ) Borewell depth of 100 to 150 m [PWD SR 2023-24, VOL- V, I.no -12.1.3, P.no-139] | Mtr | 517.65 | 517.65 | 25.0 | False | None | None | False | None | False | 12941.25 | 0 | | 2852971 | 92585 | None | RBG6 | 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. [PWD SR 2023-24, Vol-V, P.no- 143, I.no- 12.32] | Mtr | 2092.65 | 2092.65 | 6.0 | False | None | None | False | None | False | 12555.9 | 0 | | 2852972 | 92585 | None | RBG7 | Providing and fixing MS casing collars 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. [PWD SR 2023-24, Vol-V, PNO -143, I NO- 12.33] | Each | 157.5 | 157.5 | 1.0 | False | None | None | False | None | False | 157.5 | 0 | | 2852973 | 92585 | None | RBG8 | 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 [PWD SR 2023-24, Vol-V, PNO -143, I.no- 12.34] | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 2852974 | 92585 | None | RBG9 | 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. complete. 5.00 HP - 135 LPM @ 84 m = 12 STG Outlet Dia - 2.00" [PWD SR 2023 -24, VOL-V, PNO- 151, I.no.- 13.13.4] | Each | 30278.85 | 30278.85 | 5.0 | False | None | None | False | None | False | 151394.25 | 0 | | 2852975 | 92585 | None | RBG10 | 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. complete. 7.50 HP - 90 LPM @ 165 m = 16 STG Outlet Dia - 2.00" [PWD SR 2023 -24, VOL-V, PNO- 151, I.no.- 13.15.7] | Each | 42850.5 | 42850.5 | 1.0 | False | None | None | False | None | False | 42850.5 | 0 | | 2852976 | 92585 | None | RBG11 | 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 [PWD SR 2023-24, VOL-V, PNO- 155, I NO- 13.28] | Mtr | 577.5 | 577.5 | 593.0 | False | None | None | False | None | False | 342457.5 | 0 | | 2852977 | 92585 | None | RBG12 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core 1x3x4 Sqm (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. [PWD SR 2023-24, VOL-V, PNO- 154, Ino.- 13.22.3] | Mtr | 141.75 | 141.75 | 670.0 | False | None | None | False | None | False | 94972.5 | 0 | | 2852978 | 92585 | None | RBG13 | 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 Upto 6 HP pumps [PWD SR 2023-24, VOL- V, Ino.-13.23.2, PNO- 155] ( 3 to 6 HP pumps) | Each | 10027.5 | 10027.5 | 4.0 | False | None | None | False | None | False | 40110.0 | 0 | | 2852979 | 92585 | None | RBG14 | 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. [PWD SR 2023-24, VOL-V, P NO- 156, I NO- 13.32] | Job | 6825.0 | 6825.0 | 6.0 | False | None | None | False | None | False | 40950.0 | 0 | | 2852980 | 92585 | None | RBG15 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In (all kinds of soils Depth upto 1.5) [PWD COMMON SR 2023-24, VOLUMK NO - 1, I NO - 1.4 -(1.4.1), P NO - 5] | Cum | 254.1 | 254.1 | 2.03 | False | None | None | False | None | False | 515.823 | 0 | | 2852981 | 92585 | None | RBG16 | Providing and laying in position Cement Concrete for levelling course forall 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. [PWD Common DSR 2023-24, Volume-1, P no 15, I no 2.1-2.1.2] Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 0.45 | False | None | None | False | None | False | 2676.24 | 0 | | 2852982 | 92585 | None | RBG17 | 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) [PWD Common DSR 2023-24, Vol-2, P No.9, I No.5.1.1] | Cum | 5891.55 | 5891.55 | 2.7 | False | None | None | False | None | False | 15907.185 | 0 | | 2852983 | 92585 | None | RBG18 | 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 2.5 Mtr. With Wall thickness 65mm [PWD WS and UGD DSR 2023-24, Volume - V, P No: 116, I.No: 10.6]. | Each | 17221.05 | 17221.05 | 2.0 | False | None | None | False | None | False | 34442.1 | 0 | | 2852984 | 92585 | None | RBG19 | 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. [PWD WS and UGD DSR 2023-24, Volume - V, P No: 116 I.No:10.7]. | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 | | 2852985 | 92585 | None | RBG20 | 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 40 mm nominal size graded crushed coarse aggregates. [PWD SR 2023-24, Vol-1, P No 15, I No 2.1.3] | Cum | 6288.45 | 6288.45 | 0.99 | False | None | None | False | None | False | 6225.5655 | 0 | | 2852986 | 92585 | None | RBG21 | 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. [PWD Common DSR 2023-24, Volume - 2, P No: 44, I.No:8.19.1]. | Sqm | 267.75 | 267.75 | 7.2 | False | None | None | False | None | False | 1927.8 | 0 | | 2852987 | 92585 | None | RBG22 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [PWD 2023-24 SR, Page No 46, item No 8.30, volum-2] | Sqm | 182.7 | 182.7 | 13.2 | False | None | None | False | None | False | 2411.64 | 0 | | 2852988 | 92585 | None | RBG23 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) [PWD WS and CRS & BWSSB 2023-24 Volume-V (P No: 127 I.No: 11.1.6] For Heavy Duty GI pipe of 50mm dia | Mtr | 613.2 | 613.2 | 2.4 | False | None | None | False | None | False | 1471.68 | 0 | | 2852989 | 92585 | None | RBG24 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) [PWD WS and CRS & BWSSB 2023-24, Volume V, P No: 127, I.No: 11.1.2] Light Duty GI pipe of 20mm dia | Mtr | 236.25 | 236.25 | 3.0 | False | None | None | False | None | False | 708.75 | 0 | | 2852990 | 92585 | None | RBG25 | Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. [PWD WS and BWSSB 2023-24 Volume V (P No: 129 I.No: 6.2] For 20 mm dia GI collar | Nos | 173.46 | 173.46 | 8.0 | False | None | None | False | None | False | 1387.68 | 0 | | 2852991 | 92585 | None | RBG26 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: [PWD BWSSB DSR 2023-24 Volume V (P No: 129 I.No: 11.6.2, N100F) For 50 mm dia GI elbow 11.6.2 | Nos | 103.95 | 103.95 | 2.0 | False | None | None | False | None | False | 207.9 | 0 | | 2852992 | 92585 | None | RBG27 | Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any. [PWD BWSSB DSR 2023-24 Volume V (P No: 130 I.No: 11.9.6,) For 50 mm dia GI TEE | Each | 311.85 | 311.85 | 1.0 | False | None | None | False | None | False | 311.85 | 0 | | 2852993 | 92585 | None | RBG28 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg/m² with ISI mark. [PWD BWSSB DSR 2023-24 Volume V (P No: 134 I.No: 11.19.1,) For 15 mm dia GM gland cocks | Nos | 308.7 | 308.7 | 8.0 | False | None | None | False | None | False | 2469.6 | 0 | | 2852994 | 92585 | None | RBG29 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In (all kinds of soils Depth upto 1.5) [PWD COMMON SR 2023-24, VOLUME - 1, I NO 1.4 -(1.4.1), P NO 5] | Cum | 254.1 | 254.1 | 12.96 | False | None | None | False | None | False | 3293.136 | 0 | | 2852995 | 92585 | None | RBG30 | 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.[WS & UCD, CSR 2023-24, VOL-5, P No-120, NO-10.14.9) 75mm(weight of pipe -0.917 kg) | Rmtr | 201.6 | 201.6 | 48.0 | False | None | None | False | None | False | 9676.8 | 0 | | 2852996 | 92585 | None | RBG31 | 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, [CSR 2023-24 ,VOL-1, P NO-07, I NO 1.10] | Cum | 168.0 | 168.0 | 12.96 | False | None | None | False | None | False | 2177.28 | 0 |
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