| 1726723638000 | 1 | None | None | Other Works | Drilling of borewell fixing of motor and construction of cistern tank at ward no 7 kampli kottal area in TMC kampli | 177448.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4026821 | 156113 | 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 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.(Water Supply & UGD Volume- V 2023-24 SR, P NO 140,I NO:12.4) | Job | 5288.0 | 5288.0 | 1.0 | False | None | None | False | None | False | 5288.0 | 0 | | 4026822 | 156113 | 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 ) (Above 450m of drilling add 10% for every 50m depth) for: (Water Supply & UGD Volume- V 2023-24 SR, P NO 139,I NO:12.1.1) 0.00 to 50 Mtrs | Mtr | 388.5 | 388.5 | 50.0 | False | None | None | False | None | False | 19425.0 | 0 | | 4026823 | 156113 | None | code03 | 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 ) (Above 450m of drilling add 10% for every 50m depth) for: (Water Supply & UGD Volume- V 2023-24 SR, P NO 139,I NO:12.1.1) 5.00 to 100 Mtrs | Mtr | 487.2 | 487.2 | 30.0 | False | None | None | False | None | False | 14616.0 | 0 | | 4026824 | 156113 | None | code04 | 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.r 160mm(weight of pipe -3.923 kg) (As per PWD common SR2023-24 Volume-V, Page No.120, I.No.10.14.3 ) | Mtr | 678.3 | 678.3 | 30.0 | False | None | None | False | None | False | 20349.0 | 0 | | 4026825 | 156113 | None | code05 | Providing, Laying and Fixing of 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) Medium Duty GI pipe of 50mm dia (As per PWD SR2023-24 Volume-V, Page No.127, I.No.11.2.6) | Mtr | 614.25 | 614.25 | 20.0 | False | None | None | False | None | False | 12285.0 | 0 | | 4026826 | 156113 | None | code06 | Providing, supplying to work site,Single Phase Submersible Pump Sets of 100mm dia (4 inch) suitable for bore well confirming to IS 8034-2000 specifications,with testing of as per instructions of engineer incharge of work and latest amendments.For 2.00 HP/1.5KW,14 STG (Water Supply & UGD Volume- V 2023-24 SR, P NO 149, I NO:13.8.4) | No | 17897.0 | 17897.0 | 1.0 | False | None | None | False | None | False | 17897.0 | 0 | | 4026827 | 156113 | None | code07 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments. 80mm -(Water Supply And UGD Vol-V,2023-24 SR P NO 154, I No:13.23.2) | Each | 597.0 | 597.0 | 1.0 | False | None | None | False | None | False | 597.0 | 0 | | 4026828 | 156113 | None | code08 | 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 - (Water Supply & UGD Volume -V,2023-24 SR- P No -154, I NO- 13.24.1) | No | 1250.0 | 1250.0 | 1.0 | False | None | None | False | None | False | 1250.0 | 0 | | 4026829 | 156113 | None | code09 | 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 50mm -(Water Supply & UGD Volume -V,2023-24 SR- P No -154, I NO- 13.24.1) | Mtr | 1250.0 | 1250.0 | 1.0 | False | None | None | False | None | False | 1250.0 | 0 | | 4026830 | 156113 | None | code10 | 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 mendments.For 1x3x2.5 m2(Water Supply & UGD Volume -V,2021-22 SR- P No -161, I NO- 22.2) | Each | 98.0 | 98.0 | 40.0 | False | None | None | False | None | False | 3920.0 | 0 | | 4026831 | 156113 | None | code11 | 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 Starter2) S-D- Star Delta Starter etc. Upto 3 HP Pumps (As per PWD SR 2023-24 Volume-V, Page No.155, I.No.13.23.1)for outdoor: | Job | 6500.0 | 6500.0 | 1.0 | False | None | None | False | None | False | 6500.0 | 0 | | 4026832 | 156113 | None | code12 | 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.. (As per PWD SR 2023-24 Volume-V , Page No.156, I.No.13.32 ) | Mtr | 6500.0 | 6500.0 | 1.0 | False | None | None | False | None | False | 6500.0 | 0 | | 4026833 | 156113 | None | code13 | 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.. (As per PWD SR 2023-24 Volume-V, Page No.154, I.No.13.22.5) 1x3x10 m2 | No | 280.0 | 280.0 | 30.0 | False | None | None | False | None | False | 8400.0 | 0 | | 4026834 | 156113 | None | code14 | 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.(Water Supply & UGD Volume -V,2023-24 SR- P No -157, I NO- 13.39) | Mtr | 3750.0 | 3750.0 | 1.0 | False | None | None | False | None | False | 3750.0 | 0 | | 4026835 | 156113 | None | code15 | 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 Medium Duty GI pipe of 2mm dia(Water Supply & UGD Volume -V,2021-22 SR- P No -142, I NO- 2.1) | Job | 328.65 | 328.65 | 10.0 | False | None | None | False | None | False | 3286.5 | 0 | | 4026836 | 156113 | None | code16 | 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.. (As per PWD SR2023-24 Volume Page No.156, I.No.13.34.) | Cum | 1450.0 | 1450.0 | 1.0 | False | None | None | False | None | False | 1450.0 | 0 | | 4026837 | 156113 | None | code17 | Supplyingofmulti functiondigitalmeterwith three lineback light LCD type display for voltage,Current, frequency, Power, power factor, kVA, kWH, kVARsuitable for 3phase,4wireLTnetwork withIP54degreeofprotectionandcompletelywiredasrequiredwith communication Port and Class 0.5s accuracy P No 14 I No 5.33 Ele SR 2023-24 320 A | Each | 9315.0 | 9315.0 | 1.0 | False | None | None | False | None | False | 9315.0 | 0 | | 4026838 | 156113 | None | code18 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth PWD DSR 2023-24 Volume-I Page No. 5 Item No. 1.4 | Cum | 254.1 | 254.1 | 1.35 | False | None | None | False | None | False | 343.035 | 0 | | 4026839 | 156113 | None | code19 | 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 40 mm nominal size graded crushed coarse aggregates Volume-I (DSR 2023-24, I.No.2.1.3, P.No.15) | Cum | 6288.45 | 6288.45 | 0.23 | False | None | None | False | None | False | 1446.3435 | 0 | | 4026840 | 156113 | None | code20 | 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 withCement mortar 1:6 (1 cement : 6 coarse sand)PWD CSR 2023-24, Vol-II, P. No. 9, I. No. 5.1.1 | Sqm | 5891.55 | 5891.55 | 1.35 | False | None | None | False | None | False | 7953.5925 | 0 | | 4026841 | 156113 | None | code21 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol-02, 2023-24, Item no.5.4, Page No.9) | No | 6702.15 | 6702.15 | 1.26 | False | None | None | False | None | False | 8444.709 | 0 | | 4026842 | 156113 | None | code22 | 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.PWD CSR 2023-24, Vol-II, P. No. 41, I. No. 8.4.2 | No | 327.6 | 327.6 | 0.9 | False | None | None | False | None | False | 294.84 | 0 | | 4026843 | 156113 | None | code23 | 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( Water Supply And UGD Vol-V 2023-24 , P-No.115,I.NO 10.6) | No | 16401.0 | 16401.0 | 1.0 | False | None | None | False | None | False | 16401.0 | 0 | | 4026844 | 156113 | None | code24 | 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( Water Supply And UGD Vol-V 2023-24 , P-No.115,I.NO 10.7) | No | 1882.0 | 1882.0 | 1.0 | False | None | None | False | None | False | 1882.0 | 0 | | 4026845 | 156113 | None | code25 | Medium Duty GI pipe of 32mm dia( Water Supply And UGD Vol-V , P-No.127,I.NO 11.2.4) | No | 381.0 | 381.0 | 10.0 | False | None | None | False | None | False | 3810.0 | 0 | | 4026846 | 156113 | None | code26 | For 32 mm dia GI elbow( Water Supply And UGD Vol-V , P-No.129,I.NO 11.7.4) | No | 160.0 | 160.0 | 2.0 | False | None | None | False | None | False | 320.0 | 0 | | 4026847 | 156113 | None | code27 | For 32 mm dia GI hexagonal nipple( Water Supply And UGD Vol-V , P-No.132,I.NO 11.14.4) | No | 160.0 | 160.0 | 2.0 | False | None | None | False | None | False | 320.0 | 0 | | 4026848 | 156113 | None | code28 | Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineerin-charge.PWD DSR 2023-24 Volume-II Page No. 44 Item No. 8.21 | Sqm | 27.3 | 27.3 | 0.9 | False | None | None | False | None | False | 24.57 | 0 | | 4026849 | 156113 | None | code29 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 DSR 2023-24 Volume-II Page No. 45 Item No. 8.25 | Sqm | 143.85 | 143.85 | 0.9 | False | None | None | False | None | False | 129.465 | 0 |
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