| 1706708482000 | 0 | None | None | Other Works | Construction of CC Road & Drilling of bore well in Ward No. 29 | 2616895.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2356845 | 69778 | None | code 50 | 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) a. Borewell depth of 0 to 50 m | Rmtr | 388.5 | 388.5 | 100.0 | False | None | None | False | None | False | 38850.0 | 0 | | 2356846 | 69778 | None | code 51 | 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)b. Borewell depth of 50 to 100 m | Rmtr | 487.2 | 487.2 | 100.0 | False | None | None | False | None | False | 48720.0 | 0 | | 2356847 | 69778 | None | code 52 | 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) c. Borewell depth of 100 to 150 m | Rmtr | 517.65 | 517.65 | 80.0 | False | None | None | False | None | False | 41412.0 | 0 | | 2356848 | 69778 | None | code 53 | 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 | Mtr | 2029.65 | 2029.65 | 84.0 | False | None | None | False | None | False | 170490.6 | 0 | | 2356849 | 69778 | None | code 54 | 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 - 5 Page No. 152 Item No. 13.15.7) | No | 42850.5 | 42850.5 | 2.0 | False | None | None | False | None | False | 85701.0 | 0 | | 2356850 | 69778 | None | code 55 | 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) For:Heavy
Duty GI Pipe etc. complete For Medium Duty GI pipe: Medium Duty GI pipe of 40mm dia (PWD SR Comm SR 2023-24 Volume-V Page No. 127 Item Sl.No. 11.2.5) | Rmtr | 512.4 | 512.4 | 260.0 | False | None | None | False | None | False | 133224.0 | 0 | | 2356851 | 69778 | None | code 56 | 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 | Rmtr | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | | 2356852 | 69778 | None | code 57 | Supply and delivery at site Brand new best make PVC insulated cable ofFlat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990with ISI Mark and as per its latest amendments. 1x3x4 Sqm | Rmtr | 141.75 | 141.75 | 290.0 | False | None | None | False | None | False | 41107.5 | 0 | | 2356853 | 69778 | None | code 58 | 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 | Rmtr | 141.75 | 141.75 | 100.0 | False | None | None | False | None | False | 14175.0 | 0 | | 2356854 | 69778 | None | code 59 | 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 50 mm dia | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 2356855 | 69778 | None | code 60 | 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 Starter, 2) S-D- Star Delta Starter etc. complete 6 to 15 hp pump | Each | 16695.0 | 16695.0 | 2.0 | False | None | None | False | None | False | 33390.0 | 0 | | 2356856 | 69778 | None | code 61 | Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ 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 | Cum | 185.85 | 185.85 | 108.0 | False | None | None | False | None | False | 20071.8 | 0 | | 2356857 | 69778 | None | code 64 | 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 63mm dia., 6 kg/sqcm & class 3 | Rmtr | 169.05 | 169.05 | 200.0 | False | None | None | False | None | False | 33810.0 | 0 | | 2356858 | 69778 | None | code 65 | 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 | Cum | 128.1 | 128.1 | 108.0 | False | None | None | False | None | False | 13834.8 | 0 | | 2356859 | 69778 | None | code01 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 214.5 | False | None | None | False | None | False | 23648.625 | 0 | | 2356860 | 69778 | None | code02 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work | Cum | 497.7 | 497.7 | 265.98 | False | None | None | False | None | False | 132378.246 | 0 | | 2356861 | 69778 | None | code03 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For For Grading -II Material m3 | Cum | 2553.6 | 2553.6 | 143.0 | False | None | None | False | None | False | 365164.8 | 0 | | 2356862 | 69778 | None | code04 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser 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). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) | Cum | 7112.7 | 7112.7 | 193.05 | False | None | None | False | None | False | 1373106.735 | 0 | | 2356863 | 69778 | None | code05 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge | Mtr | 73.5 | 73.5 | 429.05 | False | None | None | False | None | False | 31535.175 | 0 |
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