| 1723027026000 | 0 | None | None | Water supply/sewage lines | 1Linking of pipe line near Marutinagar railway track of Ward No. 18 and construction of mini water supply tank by installing motor to the existing tubewell at Basapur CMC limit Bhadravathi, Rs 3.00 lakhs 2) Installation of motor for open tube well to provide drinking water system in polytechnic JTS on VISL Road Bhadravati CMC limit. Rs 3.00 lakh | 508041.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3714013 | 137278 | None | Code01 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includ- ing setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavat- ed 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 in- cluding cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (PWD SR 2023-24Volume -1 , P.No. 6/ I.No. 1.6.1) | Cum | 498.52 | 498.52 | 75.6 | False | None | None | False | None | False | 37688.112 | 0 | | 3714014 | 137278 | None | Code02 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3
in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. (PWD SR 2023-24Volume -1 , P.No. 12/ I.No. 2.19 ) | Cum | 579.89 | 579.89 | 10.125 | False | None | None | False | None | False | 5871.38625 | 0 | | 3714015 | 137278 | None | Code03 | Supplying 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. for:PVC pipes 75mm dia., 6 kg/sqcm & class 3. (WS & UGD CSR-2023-24, P-114 I-10.2.1) | m | 223.51 | 223.51 | 110.0 | False | None | None | False | None | False | 24586.1 | 0 | | 3714016 | 137278 | None | Code04 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and suchsimillar 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. In all kinds of soils Depth upto 1.5 m. ( PWD CSR 2023-24, P No 05, I NO 1.4.1 Vol-I) | Cum | 249.26 | 249.26 | 2.304 | False | None | None | False | None | False | 574.29504 | 0 | | 3714017 | 137278 | None | Code05 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24 P No 15, I No 2.1.2 Vol-I) | Cum | 5833.92 | 5833.92 | 2.506 | False | None | None | False | None | False | 14619.80352 | 0 | | 3714018 | 137278 | None | Code06 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , 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 to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR 2023-24 P No 15, I No 2.2.1.1 Vol-I) | Cum | 6475.61 | 6475.61 | 2.506 | False | None | None | False | None | False | 16227.87866 | 0 | | 3714019 | 137278 | None | Code07 | Providing Coursed rubble masonry (first sort ) with hard stone in foundation and plinth including levelling up with cement concrete 1:6 (1 cement :6 coarse sand ) ( P No-9, I No-5.2 Vol-II) | Cum | 6816.54 | 6816.54 | 1.3499 | False | None | None | False | None | False | 9201.647346 | 0 | | 3714020 | 137278 | None | Code08 | Providing Coursed rubble masonry (Second sort )with hard stone in foundation and plinth including levelling up with cement concrete 1:6 (1 cement :6 coarse sand ) ( P No-9, I No-5.3 Vol-II) | Cum | 6391.15 | 6391.15 | 1.3499 | False | None | None | False | None | False | 8627.413385 | 0 | | 3714021 | 137278 | None | Code09 | 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(WS & UGD CSR 2023-24, P No-135, I No-5.3) | Each | 16893.03 | 16893.03 | 1.0 | False | None | None | False | None | False | 16893.03 | 0 | | 3714022 | 137278 | None | Code10 | 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.(WS & UGD CSR 2023-24, P No-136, I No-5.3) | Each | 1938.46 | 1938.46 | 1.0 | False | None | None | False | None | False | 1938.46 | 0 | | 3714023 | 137278 | None | Code11 | 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:Medium Duty GI pipe of 50mm dia(WS & UGD CSR 2023-24, P No-127, I No-11.1.6) | m | 455.26 | 455.26 | 6.0 | False | None | None | False | None | False | 2731.56 | 0 | | 3714024 | 137278 | None | Code12 | Providing wrought mild steel (galvanized) For 25 mm dia GI collar:confirming to IS 1239-II, 1991 with latest amendments (WS & UGD CSR 2023-24, P No-143, I No-6.3) | Each | 119.48 | 119.48 | 4.0 | False | None | None | False | None | False | 477.92 | 0 | | 3714025 | 137278 | None | Code13 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments For 50 mm dia GI elbow (WS & UGD CSR 2023-24, P No-129, I No-11.6.7) | Each | 275.01 | 275.01 | 4.0 | False | None | None | False | None | False | 1100.04 | 0 | | 3714026 | 137278 | None | Code14 | Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any For 25 mm dia GI Union.(WS & UGD CSR 2023-24, P No-128, I No-11.4.3) | Each | 432.6 | 432.6 | 2.0 | False | None | None | False | None | False | 865.2 | 0 | | 3714027 | 137278 | None | Code15 | Supply and delivery at site wrought middle steel (galvanized) GI tap confirming to IS 1239-II, 1991 with latest amendments 25 mm dia..(WS & UGD CSR 2021-22, P No-146, I No-14.4) | Each | 148.32 | 148.32 | 2.0 | False | None | None | False | None | False | 296.64 | 0 | | 3714028 | 137278 | None | Code16 | 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 standard tested 1 HP with IS mark..For 50 mm dia GM (Copper alloy) Gate valves(WS & UGD CSR 2023-24, P No-133, I No-11.13.6) | Each | 1738.64 | 1738.64 | 1.0 | False | None | None | False | None | False | 1738.64 | 0 | | 3714029 | 137278 | None | Code17 | SGeophysical 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(WS & UGD CSR 2021-22, P No-151, I No-1.1).Borewell depth of 0 to 50 m 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.(WS & UGD CSR 2023-24, P No-140, I No-12.4). | Each | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 | | 3714030 | 137278 | None | Code18 | 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. .(WS & UGD CSR 2023-24, P No-2.4.2, I No-32) | m | 1990.99 | 1990.99 | 10.0 | False | None | None | False | None | False | 19909.9 | 0 | | 3714031 | 137278 | None | Code19 | 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 )(WS & UGD CSR 2023-24, P No-139, I No-12.1.1). Borewell depth of 0 to 50 m | m | 381.1 | 381.1 | 50.0 | False | None | None | False | None | False | 19055.0 | 0 | | 3714032 | 137278 | None | Code20 | 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 )(WS & UGD CSR 2023-24, P No-139, I No-12.1.2) . Borewell depth of 50 to 100 m | m | 477.92 | 477.92 | 50.0 | False | None | None | False | None | False | 23896.0 | 0 | | 3714033 | 137278 | None | Code21 | 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 )(WS & UGD CSR 2023-24, P No-139, I No-12.1.3). Borewell depth of 100 to 150 m | m | 507.79 | 507.79 | 50.0 | False | None | None | False | None | False | 25389.5 | 0 | | 3714034 | 137278 | None | Code22 | 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 )(WS & UGD CSR 2023-24, P No-139, I No-12.1.4).Borewell depth of 150 to 200 Mtrs | m | 592.25 | 592.25 | 20.0 | False | None | None | False | None | False | 11845.0 | 0 | | 3714035 | 137278 | None | Code23 | 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.)(WS & UGD CSR 2023-24, P No-143, I No-12.34). | m | 1990.99 | 1990.99 | 20.0 | False | None | None | False | None | False | 39819.8 | 0 | | 3714036 | 137278 | None | Code24 | 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 2.00 HP/1.5KW,6 STG(WS & UGD CSR 2023-24, P No-150, I No-13.8.5) | Each | 18764.54 | 18764.54 | 2.0 | False | None | None | False | None | False | 37529.08 | 0 | | 3714037 | 137278 | None | Code25 | 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.(WS & UGD CSR 2023-24, P No-154, I No-13.32) | Job | 6695.0 | 6695.0 | 2.0 | False | None | None | False | None | False | 13390.0 | 0 | | 3714038 | 137278 | None | Code26 | 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 m2(WS & UGD CSR 2023-24, P No-154, I No-) | m | 87.55 | 87.55 | 70.0 | False | None | None | False | None | False | 6128.5 | 0 | | 3714039 | 137278 | None | Code27 | 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 Size 50 mm(WS & UGD CSR 2023-24, P No-154, I No-13.24.1) | Each | 1287.5 | 1287.5 | 1.0 | False | None | None | False | None | False | 1287.5 | 0 | | 3714040 | 137278 | None | Code28 | 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 Size 50 mm dia .(WS & UGD CSR 2023-24, P No-154, I No-13.25.1) | Each | 1287.5 | 1287.5 | 2.0 | False | None | None | False | None | False | 2575.0 | 0 | | 3714041 | 137278 | None | Code29 | 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 typ e NOTE: 1) DOL-
Direct Online Starter Upto 6 HP pumps
(WS & UGD CSR 2023-24, P No-154, I No-13.24.1) | Each | 6695.0 | 6695.0 | 2.0 | False | None | None | False | None | False | 13390.0 | 0 | | 3714042 | 137278 | None | Code30 | 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
(WS & UGD CSR 2023-24, P No-155, I No-13.28) | m | 566.5 | 566.5 | 128.0 | False | None | None | False | None | False | 72512.0 | 0 | | 3714043 | 137278 | None | Code31 | Supply and delivery at site 50mm(2”) dia heavy duty CI adopter set complete suitable for uPVC Column pipes for Submersible pumpsets
(WS & UGD CSR 2023-24, P No-155, I No-13.29) | Set | 1596.5 | 1596.5 | 2.0 | False | None | None | False | None | False | 3193.0 | 0 | | 3714044 | 137278 | None | Code32 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. .3.50n (1/2) x 6 sqmm
(WS & UGD CSR 2023-24, P No-156, I No-13.35.2) | m | 164.8 | 164.8 | 60.0 | False | None | None | False | None | False | 9888.0 | 0 | | 3714045 | 137278 | None | Code33 | 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.
(WS & UGD CSR 2023-24, P No-156, I No-13.36) | m | 139.05 | 139.05 | 60.0 | False | None | None | False | None | False | 8343.0 | 0 | | 3714046 | 137278 | None | Code34 | 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.
(WS & UGD CSR 2023-24, P No-156, I No-13.34) | Job | 1493.5 | 1493.5 | 2.0 | False | None | None | False | None | False | 2987.0 | 0 | | 3714047 | 137278 | None | Code35 | Supplying, 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.
Note: Upto 110mm dia Coil shall be used.
HDPE Grade PE100-PN8.0,160mm dia. (WS & UGD CSR-2023-24 Vol-5, P-10.3 I-9.11.7) | m | 1000.13 | 1000.13 | 30.0 | False | None | None | False | None | False | 30003.9 | 0 | | 3714048 | 137278 | None | Code36 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complet For sluice Valve of PN10.0 and 150mm (WS & UGD CSR-2023-24, P-22 I-2.23.4) | Each | 18014.7 | 18014.7 | 1.0 | False | None | None | False | None | False | 18014.7 | 0 |
|