| 1726396909000 | 0 | None | None | Water supply/sewage lines | Construction of Rain Water Harvesting to TMC Office building in Manvi Town | 332576.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4010294 | 155243 | None | code01 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. PWD CSR Vol-II 2023-24 P.No.125, I.No.13.49 | m | 596.4 | 596.4 | 50.0 | False | None | None | False | None | False | 29820.0 | 0 | | 4010295 | 155243 | None | code02 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete 150 mm clamp PWD CSR Vol-II 2023-24 P.No.176, I.No.17.10.2 | Kg | 1956.15 | 1956.15 | 10.0 | False | None | None | False | None | False | 19561.5 | 0 | | 4010296 | 155243 | None | code03 | Earth work excavation for pipelines/cables by Manual means In all kinds of soils. Depth upto 1.50m 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. PWD CSR Vol-I 2023-24 P.No.6, I.No.1.6.1 | m | 508.2 | 508.2 | 30.0 | False | None | None | False | None | False | 15246.0 | 0 | | 4010297 | 155243 | None | code04 | 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 160mm dia., 6 kg/sqcm & class 3 PWD CSR Vol-V 2023-24 P.No.113, I.No.10.1.9 | m | 648.9 | 648.9 | 30.0 | False | None | None | False | None | False | 19467.0 | 0 | | 4010298 | 155243 | None | code05 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cut of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for:Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for:160mm PWD CSR Vol-V 2023-24 P.No.121, I.No.10.15.9 | m | 132.3 | 132.3 | 30.0 | False | None | None | False | None | False | 3969.0 | 0 | | 4010299 | 155243 | None | code06 | Earth work excavation for Foundation In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. PWD SR 2023-24 Vol: 1 P.NO. 8 I.No: 1.15.2 | Cum | 446.25 | 446.25 | 3.02 | False | None | None | False | None | False | 1347.675 | 0 | | 4010300 | 155243 | None | code07 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc.complete as per standard design Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay (non modular) bricks of class designation 3.5 PWD CSR Vol-II 2023-24 P.No.127, I.No.13.55 | No | 7771.05 | 7771.05 | 2.0 | False | None | None | False | None | False | 15542.1 | 0 | | 4010301 | 155243 | None | code08 | Providing to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete. 900 mmx1100 mm. PWD CSR Vol-V 2023-24 P.No.208, I.No.16.62.1 | Each | 6464.85 | 6464.85 | 4.0 | False | None | None | False | None | False | 25859.4 | 0 | | 4010302 | 155243 | None | code09 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. PWD CSR Vol-II 2023 24 P.No.171, I.No.17.1 | Cum | 1052.1 | 1052.1 | 0.639 | False | None | None | False | None | False | 672.2919 | 0 | | 4010303 | 155243 | None | code10 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin- charge. PWD CSR Vol-II 2023-24 P.No.171, I.No.17.2 | Cum | 1245.3 | 1245.3 | 0.379 | False | None | None | False | None | False | 471.9687 | 0 | | 4010304 | 155243 | None | code11 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. PWD CSR Vol-II 2023-24 P.No.171, I.No.17.3 | Cum | 1251.6 | 1251.6 | 0.259 | False | None | None | False | None | False | 324.1644 | 0 | | 4010305 | 155243 | None | code12 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. PWD CSR Vol-II 2023-24 P.No.171, I.No.17.4 | Cum | 1405.95 | 1405.95 | 0.259 | False | None | None | False | None | False | 364.14105 | 0 | | 4010306 | 155243 | None | code13 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. PWD CSR Vol-II 2023-24 P.No.177, I.No.17.14 | Sqm | 1228.5 | 1228.5 | 1.28 | False | None | None | False | None | False | 1572.48 | 0 | | 4010307 | 155243 | None | code14 | Earth work excavation for Foundation In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. PWD SR 2023-24 Vol: 1 P.NO. 8 I.No: 1.15.2 | Cum | 446.25 | 446.25 | 13.5 | False | None | None | False | None | False | 6024.375 | 0 | | 4010308 | 155243 | None | code15 | Providing and laying in position Cement Concrete Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates 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. PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.2 | Cum | 5947.2 | 5947.2 | 0.9 | False | None | None | False | None | False | 5352.48 | 0 | | 4010309 | 155243 | None | code16 | Providing and laying in position Cement ConcreteMix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates 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. PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.6 | Cum | 6555.15 | 6555.15 | 0.9 | False | None | None | False | None | False | 5899.635 | 0 | | 4010310 | 155243 | None | code17 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. PWD CSR Vol-II 2023-24 P.No.13, I.No.6.1 | Cum | 8631.0 | 8631.0 | 3.12 | False | None | None | False | None | False | 26928.72 | 0 | | 4010311 | 155243 | None | code18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures (Dains) PWD CSR Vol-1 2023-24 P.No.18, I.No.2.11.h | Tonne | 82961.55 | 82961.55 | 0.2232 | False | None | None | False | None | False | 18517.01796 | 0 | | 4010312 | 155243 | None | code19 | Providing and laying in position Cement ConcreteMix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates 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. PWD CSR Vol-I 2023-24 P.No.15, I.No.2.1.6 | Cum | 9832.73 | 9832.73 | 1.08 | False | None | None | False | None | False | 10619.3484 | 0 | | 4010313 | 155243 | None | code20 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances complete: Medium Duty. PWD CSR Vol-V 2023-24 P.No.196, I.No.16.23.1 | Set | 2009.7 | 2009.7 | 1.0 | False | None | None | False | None | False | 2009.7 | 0 | | 4010314 | 155243 | None | code21 | Providing 12 mm cement plaster with cement mortar 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 Vol-II 2023-24 P.No.40, I.No.8.1.1 | Sqm | 267.75 | 267.75 | 31.2 | False | None | None | False | None | False | 8353.8 | 0 | | 4010315 | 155243 | None | code22 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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.PWD CSR Vol-II 2023-24 P.No.40, I.No.8.1.1 | Sqm | 93.45 | 93.45 | 31.2 | False | None | None | False | None | False | 2915.64 | 0 | | 4010316 | 155243 | None | code23 | 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 and latest amendments etc. complete. 1.50 HP/1.1KW-26 STG PWD CSR Vol-V 2023-24 P.No.150, I.No.13.7.8 | Each | 20380.5 | 20380.5 | 1.0 | False | None | None | False | None | False | 20380.5 | 0 | | 4010317 | 155243 | None | code24 | 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. for outdoor-Upto 3 HP pumps PWD CSR Vol-V 2023-24 P.No.155, I.No.13.24.1 | Each | 7875.0 | 7875.0 | 1.0 | False | None | None | False | None | False | 7875.0 | 0 | | 4010318 | 155243 | None | code25 | 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.1x3x6 Sqm. PWD CSR Vol V 2023-24 P.No.154, I.No.13.22.4 | m | 194.25 | 194.25 | 25.0 | False | None | None | False | None | False | 4856.25 | 0 | | 4010319 | 155243 | None | code26 | 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. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 - 75mm dia PWD CSR Vol-V 2023-24 P.No.95, I.No.9.1.2 | m | 257.25 | 257.25 | 3.0 | False | None | None | False | None | False | 771.75 | 0 | | 4010320 | 155243 | 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 PWD CSR Vol-V 2023-24 P.No.154, I.No.13.24.1 | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 4010321 | 155243 | None | code28 | 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. PWD CSR Vol-V 2023-24 P.No.155, I.No.13.25 | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 4010322 | 155243 | None | code29 | 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. PWD CSR Vol-V 2023-24 P.No.156, I.No.13.32 | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 4010323 | 155243 | None | code30 | 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. PWD CSR Vol-V 2023-24 P.No.156, I.No.13.34 | Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 4010324 | 155243 | None | code31 | 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 50mm dia., 6 kg/sqcm & class 5PWD CSR Vol-V 2023-24 P.No.113, I.No.10.1.3 | m | 106.05 | 106.05 | 150.0 | False | None | None | False | None | False | 15907.5 | 0 | | 4010325 | 155243 | None | code32 | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for:Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for:160mm PWD CSR Vol-V 2023-24 P.No.121, I.No.10.15.9 | m | 132.3 | 132.3 | 100.0 | False | None | None | False | None | False | 13230.0 | 0 | | 4010326 | 155243 | None | code33 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. PWD CSR Vol-II 2023-24 P.No.123, I.No.13.34 | l | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | | 4010327 | 155243 | None | code34 | 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. PWD CSR Vol-V 2023-24 P.No.156, I.No.13.36 | m | 141.75 | 141.75 | 30.0 | False | None | None | False | None | False | 4252.5 | 0 | | 4010328 | 155243 | None | code35 | Earth work excavation for Foundation In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. PWD SR 2023-24 Vol: 1 P.NO. 8 I.No: 1.15.2 | Cum | 446.25 | 446.25 | 1.92 | False | None | None | False | None | False | 856.8 | 0 | | 4010329 | 155243 | None | code36 | Providing to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift with appurtenances., complete. 900 mmx1100 mm. PWD CSR Vol-V 2023-24 P.No.208, I.No.16.62.1 | Each | 6464.85 | 6464.85 | 3.0 | False | None | None | False | None | False | 19394.55 | 0 | | 4010330 | 155243 | None | code37 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. PWD CSR Vol-II 2023-24 P.No.177, I.No.17.14 | Sqm | 1228.5 | 1228.5 | 0.64 | False | None | None | False | None | False | 786.24 | 0 | | 4010331 | 155243 | None | code38 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.. PWD CSR Vol-I 2023-24 P.No.7, I.No.1.9 | Cum | 279.3 | 279.3 | 1.6 | False | None | None | False | None | False | 446.88 | 0 | | 4010332 | 155243 | None | code39 | 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 PWD CSR Vol-I 2023-24 P.No.7, I.No.1.10 | Cum | 168.0 | 168.0 | 19.6 | False | None | None | False | None | False | 3292.8 | 0 |
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