| 1709706989000 | 0 | None | None | Water supply/sewage lines | Rigging of borewell and construction of cistern tank at Canal Gudda ,Siddharth Nagar back side in ward no 24 Ballari city. | 218784.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2933755 | 96834 | None | code01 | 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 20M (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. Vol-5 SR 2023-24, Item no: 12.4, P.No.140 | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 2933756 | 96834 | None | code02 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost
of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) Vol-5 SR 2023-24 I.No.12.2.1,12.2.2, P.No: 139 a)0.00 to 50.00 Mtrs (item no:12.2.1) | Mtr | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | | 2933757 | 96834 | None | code03 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost
of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) Vol-5 SR 2023-24 I.No.12.2.1,12.2.2, P.No: 139 b)50.00 to 100.00 Mtrs (item no: 12.2.2) | Mtr | 406.35 | 406.35 | 20.0 | False | None | None | False | None | False | 8127.0 | 0 | | 2933758 | 96834 | None | code04 | PVC pipe - OD 160mm and 6 Kg/sqcm Vol-5 SR 2023-24 , Sl.no 649, page no A-44 for casing | Mtr | 441.0 | 441.0 | 15.0 | False | None | None | False | None | False | 6615.0 | 0 | | 2933759 | 96834 | None | code05 | 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 andand latest amendments. 1.00 HP/0.75KW, 12 STG Vol-5 SR 2023-24 , , page no 149 , i no 13.6.3 | Each | 15241.8 | 15241.8 | 1.0 | False | None | None | False | None | False | 15241.8 | 0 | | 2933760 | 96834 | None | code06 | 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 amendmentsSR 2023-24, Vol-5, It.No 13.22.2 P.No.154 1x3x2.5 Sqm | Each | 85.0 | 85.0 | 70.0 | False | None | None | False | None | False | 5950.0 | 0 | | 2933761 | 96834 | None | code07 | 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.. Vol-5 SR 2023-24 CHAPTER - 15, item No.13.43.1 P.No.157 , Upto 7.5 HP centrifugal pump | Each | 9500.0 | 9500.0 | 1.0 | False | None | None | False | None | False | 9500.0 | 0 | | 2933762 | 96834 | None | code08 | 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. Vol-5 SR 2023-24 , item No.13.34, , P.No.156, | Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 2933763 | 96834 | None | code09 | 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. Vol-5 SR 2023-24 , , item No.13.25, P.No.155 | Kvar | 550.0 | 550.0 | 1.0 | False | None | None | False | None | False | 550.0 | 0 | | 2933764 | 96834 | None | code10 | 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. Vol-5 SR 2023-24 , item No.13.26, P.No.155 | Per 3 Poles | 1207.5 | 1207.5 | 1.0 | False | None | None | False | None | False | 1207.5 | 0 | | 2933765 | 96834 | None | code11 | 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. Vol-5 SR 2023-24 , item No.13.36, P.No.156 | Mtr | 141.75 | 141.75 | 20.0 | False | None | None | False | None | False | 2835.0 | 0 | | 2933766 | 96834 | None | code12 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete.. Vol-5 SR 2023-24 , item No.9.1.1, 9.1.3 P.No.95 HDPE Grade PE80-PN6.0, 63mm dia | Mtr | 198.45 | 198.45 | 70.0 | False | None | None | False | None | False | 13891.5 | 0 | | 2933767 | 96834 | None | code13 | 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 Vol- 1 SR 2023-24 P.No 10, I.No 1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 8.7749 | False | None | None | False | None | False | 2413.97499 | 0 | | 2933768 | 96834 | None | code14 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Vol- 1 SR 2023-24 P.No 15, I.No 2.1.1 Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5604.9 | 5604.9 | 0.75 | False | None | None | False | None | False | 4203.675 | 0 | | 2933769 | 96834 | None | code15 | 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) Vol- ii SR 2023-24 P.No 9 I.No 5.1.1 | Cum | 5891.55 | 5891.55 | 2.699 | False | None | None | False | None | False | 15901.29345 | 0 | | 2933770 | 96834 | None | code16 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)Vol- ii SR 2023-24 P.No 9 I.No 5.4 | Cum | 6708.45 | 6708.45 | 2.6999 | False | None | None | False | None | False | 18112.144155 | 0 | | 2933771 | 96834 | None | code17 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Vol- 1 SR 2023-24 P.No 15 I.No 2.1.4 | Cum | 6527.85 | 6527.85 | 0.81 | False | None | None | False | None | False | 5287.5585 | 0 | | 2933772 | 96834 | None | code18 | Appendix I Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2023-24 , Sl. No.1B ,P.No.111 - FOR PCC b. All other types | Cum | 326.39 | 326.39 | 0.81 | False | None | None | False | None | False | 264.3759 | 0 | | 2933773 | 96834 | None | code19 | 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 Vol-5 SR 2023-24 , I no 13.24.1 ,P.No.154 | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 2933774 | 96834 | None | code20 | RCC hume pipe Circular pump house: providing 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.Vol-5 SR 2023-24 , I no 10.6 ,P.No.116 | Each | 17221.05 | 17221.05 | 2.0 | False | None | None | False | None | False | 34442.1 | 0 | | 2933775 | 96834 | None | code21 | 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.. Vol-5 SR 2023-24 , I no 10.7 ,P.No.116 | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 | | 2933776 | 96834 | None | code22 | 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. Vol-1 SR 2023-24, item No.1.10, P.No.7 | Cum | 168.0 | 168.0 | 2.6324 | False | None | None | False | None | False | 442.2432 | 0 | | 2933777 | 96834 | None | code23 | 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. Vol-5 SR 2023-24, , item No.13.32 P.No.156 | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 2933778 | 96834 | None | code24 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.Vol-5 SR 2023-24, , item No.13.39 P.No.157 | Job | 3750.0 | 3750.0 | 1.0 | False | None | None | False | None | False | 3750.0 | 0 | | 2933779 | 96834 | None | code25 | Providing and fixing brass bib cock of approved quality :20 mm nominal bore Vol-2 SR 2023-24, , item No.13.2.2 P.No.117 | Job | 320.25 | 320.25 | 9.0 | False | None | None | False | None | False | 2882.25 | 0 | | 2933780 | 96834 | None | code26 | 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) For Heavy Duty GI pipe:. Vol-5 SR2023-24, I NO 11.3.5 , 11.3.2 P NO 127 ,128 1) Heavy Duty GI pipe of 40mm dia | Mtr | 522.9 | 522.9 | 20.0 | False | None | None | False | None | False | 10458.0 | 0 | | 2933781 | 96834 | None | code27 | 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) For Heavy Duty GI pipe:. Vol-5 SR2023-24, I NO 11.3.5 , 11.3.2 P NO 127 ,128 2) Heavy Duty GI pipe of 20mm dia | Mtr | 276.15 | 276.15 | 4.0 | False | None | None | False | None | False | 1104.6 | 0 | | 2933782 | 96834 | None | code28 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR2023-24, I NO 11.6.5, I NO 11.6.2 P NO129 | Each | 216.3 | 216.3 | 8.0 | False | None | None | False | None | False | 1730.4 | 0 | | 2933783 | 96834 | None | code29 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: Vol-5 SR2023-24, I NO 11.7.2 P NO 129, For 20 mm dia GI elbow | Each | 103.95 | 103.95 | 10.0 | False | None | None | False | None | False | 1039.5 | 0 | | 2933784 | 96834 | None | code30 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg/m² with ISI mark.Vol-5 SR2023-24, I NO11.19.2 P NO 134, For 20 mm dia Gland cocks | Each | 439.95 | 439.95 | 3.0 | False | None | None | False | None | False | 1319.85 | 0 | | 2933785 | 96834 | None | code31 | Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR 2023-24 , item No.11.9.5 P.No.130, For 40 mm dia GI TEE | Each | 199.5 | 199.5 | 8.0 | False | None | None | False | None | False | 1596.0 | 0 | | 2933786 | 96834 | None | code32 | Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standardtested 1 HP with IS mark. Vol-5 SR 2023-24 , item No.11.15.2 P.No.133, For 20 mm dia GM (Copper alloy) Gate valves | Each | 932.4 | 932.4 | 5.0 | False | None | None | False | None | False | 4662.0 | 0 | | 2933787 | 96834 | None | code33 | 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.. Vol-2 SR 2023-24 , item No.8.19.1 P.No.44, | Sqm | 267.75 | 267.75 | 6.72 | False | None | None | False | None | False | 1799.28 | 0 | | 2933788 | 96834 | None | code34 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. Vol-2 SR 2023-24 , item No.8.55.2 | Sqm | 55.65 | 55.65 | 16.1669 | False | None | None | False | None | False | 899.687985 | 0 | | 2933789 | 96834 | None | code35 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 g/L of Lapproved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two coats on new work 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 Vol-2 SR 2023-24 , item No.8.26 p no 45 | Sqm | 84.0 | 84.0 | 16.1669 | False | None | None | False | None | False | 1358.0196 | 0 | | 2933790 | 96834 | None | code36 | Gescom Deposit Charges. | Each | 4500.0 | 4500.0 | 1.0 | False | None | None | False | None | False | 4500.0 | 0 |
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