| 1709797657000 | 0 | None | None | Other Works | Construction of mini water tank and drilling of borewell with installation at chintamani nagara park limit | 199940.82 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2955854 | 97690 | None | 001 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test,etc Complete (P.No. 148, I.No.12.4,Code.O010-V-5 Common SR 2023-24)
| Each | 5288.0 | 5288.0 | 1.0 | False | None | None | False | None | False | 5288.0 | 0 | | 2955855 | 97690 | None | 002 | 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 ) (P.No. 151, I.No.1,Code.O010,V-5, Common SR 2023-24)
| Mtr | 493.0 | 493.0 | 2.0 | False | None | None | False | None | False | 986.0 | 0 | | 2955856 | 97690 | None | 003 | 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 (P.No. 154, I.no.32,Code.O160A ,V-5,Common SR 2023-24)
| Rmtr | 1933.0 | 1933.0 | 12.0 | False | None | None | False | None | False | 23196.0 | 0 | | 2955857 | 97690 | None | 004 | 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, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. .[Valumme-I PNO-5,INO-1.4.1 Of 2023-24 PWD SR] cum 320 16 336 0
| Cum | 249.26 | 249.26 | 5.15 | False | None | None | False | None | False | 1283.689 | 0 | | 2955858 | 97690 | None | 005 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Volume 1 P No. 54 I No 3.1 PWD SR 2023-24)
| Cum | 87.55 | 87.55 | 5.15 | False | None | None | False | None | False | 450.8825 | 0 | | 2955859 | 97690 | None | 006 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (P. No.-54 INO-1.23 of Vol 4 WRD SR of PWD SR- 2023-24 )
| Cum | 2762.46 | 2762.46 | 2.05 | False | None | None | False | None | False | 5663.043 | 0 | | 2955860 | 97690 | None | 0047 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates(Volume 1,P No.15, I No 2.1.2 PWD SR 2023-24]
| Cum | 5833.92 | 5833.92 | 1.03 | False | None | None | False | None | False | 6008.9376 | 0 | | 2955861 | 97690 | None | 008 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(P. No.-9,INO-5.3 of Vol 2 WRD SR of PWD SR- 2023-24 )
| Cum | 5833.92 | 5833.92 | 1.69 | False | None | None | False | None | False | 9859.3248 | 0 | | 2955862 | 97690 | None | 009 | 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 machinery, 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 1:2:4 (M10) Using 20 mm nominal size graded crushed coarse aggregates[Volumme-I,PNO-15, INO-2.1.4 Of PWD SR For 2023-2024]
| Cum | 6403.51 | 6403.51 | 1.238 | False | None | None | False | None | False | 7927.54538 | 0 | | 2955863 | 97690 | None | 010 | 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[Valumme-5,PNO-116,INO-10.6 Of 2023-24 PWD SR]
| Each | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 2955864 | 97690 | None | 011 | 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[Valumme-5,PNO-116,INO-10.7 Of 2023-24 PWD SR]
| Each | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 2955865 | 97690 | None | 012 | 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:[Valumme-5,PNO-128,INO-11.3.6 Of 2023-24 PWD SR]
| MT | 668.47 | 668.47 | 6.0 | False | None | None | False | None | False | 4010.82 | 0 | | 2955866 | 97690 | None | 013 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any[Valumme-5,PNO-130,INO-11.8.6 Of 2023-24 PWD SR]
| m | 368.74 | 368.74 | 3.0 | False | None | None | False | None | False | 1106.22 | 0 | | 2955867 | 97690 | None | 014 | Heavy Duty GI pipe of 20mm dia[Valumme-5,PNO-127,INO-11.3.2 Of 2023-24 PWD SR]
| m | 270.89 | 270.89 | 1.2 | False | None | None | False | None | False | 325.068 | 0 | | 2955868 | 97690 | None | 015 | Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any.[Valumme-5,PNO-129,INO-11.7.6 Of 2023-24 PWD SR]
| No | 275.01 | 275.01 | 4.0 | False | None | None | False | None | False | 1100.04 | 0 | | 2955869 | 97690 | None | 016 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well andconfirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,a per necessary ammendments and instructions of engineer incharge of work. For 3hp 20 stage @ 112 m = 10STG Outlet Dia - 2.00” (PWD SR CODE P140F Page No.160,Item No.14.60)
| No | 1.0 | 1.0 | 21996.0 | False | None | None | False | None | False | 21996.0 | 0 | | 2955870 | 97690 | None | 017 | 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 andcommissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe:Heavy Duty GI pipe of 50mm dia(PWD SR CODE VOL-IV N020F Page No.142,Item No.3.6)
| m | 334.0 | 334.0 | 54.0 | False | None | None | False | None | False | 18036.0 | 0 | | 2955871 | 97690 | None | 018 | 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.1x3x2.5 Sqm (PWD SR CODE VOL-IV P230C Page No.148,Item No.22.3)
| MT | 98.0 | 98.0 | 60.0 | False | None | None | False | None | False | 5880.0 | 0 | | 2955872 | 97690 | None | 019 | 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 r2espective 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 outdoor type NOTE: 1) DOL- Direct Online Starter Upto 7 HP pumps (PWD SR CODE VOL-IV P280A Page No 149, Item No 30.1)
| No | 12500.0 | 12500.0 | 1.0 | False | None | None | False | None | False | 12500.0 | 0 | | 2955873 | 97690 | None | 020 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. (vol-1,page no 6,sl no1.6).
| Cum | 484.1 | 484.1 | 13.5 | False | None | None | False | None | False | 6535.35 | 0 | | 2955874 | 97690 | None | 021 | Supplying PVC ringtite pipes of 63mm dia , 6kg/sqcm, 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. for:(bwssb SR CODE M010E item no 1.5 page no 127.)
| m | 139.0 | 139.0 | 40.0 | False | None | None | False | None | False | 5560.0 | 0 | | 2955875 | 97690 | None | 022 | 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. (ITem No PWD SR vol-1 item no 1.9 page no 7)
| Cum | 125.66 | 125.66 | 13.5 | False | None | None | False | None | False | 1696.41 | 0 | | 2955876 | 97690 | None | 002A | 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 ) (P.No. 151, I.No.1,Code.O010,V-5, Common SR 2023-24)
| Mtr | 370.0 | 370.0 | 50.0 | False | None | None | False | None | False | 18500.0 | 0 | | 2955877 | 97690 | None | 002B | 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 ) (P.No. 151, I.No.1,Code.O010,V-5, Common SR 2023-24)
| Mtr | 464.0 | 464.0 | 50.0 | False | None | None | False | None | False | 23200.0 | 0 |
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