| 1721912736000 | 0 | None | None | Other Works | Harihara CMC Indira Canteen Roof Terrace Repair, Rain water drain construction, Electrification work, Ro-Filter repair work and UGD Work Implementation. | 402563.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3622655 | 131619 | None | item01 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/ Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. (Pg No.148 Vol-2 2022-23 SR) | Sqm | 841.51 | 841.51 | 96.8 | False | None | None | False | None | False | 81458.168 | 0 | | 3622656 | 131619 | None | item02 | Providing and Applying high elastic & resilient Acrylic polymer Waterproofing coating which is single component, cold applied, water based acrylic and UV resistant water proofing treatment to the Existing Roof screed surface applied at 1.5 l/m2 in 3 coats to achieve 1mm DFT, having tensile strength 1.2 N/mm2 confirming to ASTM D 412 Elongation at break 100% and Crack bridging ability up to 2mm, including surface preparation, priming the surface with 1 coat of Efflorescence resistant penetrating primer dilute with water in the ratio 2:1 spreading at the rate of 0.125 l/m2 in the SSD condition and spreading 45 gsm glass fibre mesh of 2.5 mm x 2.5 mm sandwiched between the first and second coat completely as per specification. The finished cost to include surface preparation, making coving at Junction, treatment of cracks completely as per specification. (Pg No.150 I.No 15.8 Vol-2 2022-23 SR) | Cum | 710.7 | 710.7 | 14.7 | False | None | None | False | None | False | 10447.29 | 0 | | 3622657 | 131619 | None | item03 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. In all kinds of soils Depth upto 1.5 m (Vol-1 P.No 5 .NO.1.4.1) | Cum | 254.1 | 254.1 | 28.48 | False | None | None | False | None | False | 7236.768 | 0 | | 3622658 | 131619 | None | item03 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No.15 ,Item NO 2.1.2) | Cum | 5833.92 | 5833.92 | 3.12 | False | None | None | False | None | False | 18201.8304 | 0 | | 3622659 | 131619 | None | item05 | 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(Vol-01 SR-2023-24 P No.18 I.NO.2.11(h)) | t | 81381.33 | 81381.33 | 0.48 | False | None | None | False | None | False | 39063.0384 | 0 | | 3622660 | 131619 | None | item06 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No.15 Item NO-2.2.1) | Cum | 6475.61 | 6475.61 | 10.24 | False | None | None | False | None | False | 66310.2464 | 0 | | 3622661 | 131619 | None | item07 | Formwork Centering and Scaffolding | Cum | 2266.46 | 2266.46 | 7.12 | False | None | None | False | None | False | 16137.1952 | 0 | | 3622662 | 131619 | None | item08 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. VOL-3(SL.NO.3.1 PG NO-17) | Cum | 89.25 | 89.25 | 28.48 | False | None | None | False | None | False | 2541.84 | 0 | | 3622663 | 131619 | None | item09 | Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) Vol-3 Item No.10.16 Page No.95 | Sqm | 498.52 | 498.52 | 53.18 | False | None | None | False | None | False | 26511.2936 | 0 | | 3622664 | 131619 | None | item10 | Providing and laying 60 mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.CSR Vol-9.25 (SL.NO.9.25 PG NO-63) | Sqm | 824.0 | 824.0 | 17.75 | False | None | None | False | None | False | 14626.0 | 0 | | 3622665 | 131619 | None | item11 | Supplying exhaust fan of 440RPM of 300mm (12") size with bracket blades complete for light duty suitable to operateon 230V50Hz, AC Supply. | No | 1492.0 | 1492.0 | 2.0 | False | None | None | False | None | False | 2984.0 | 0 | | 3622666 | 131619 | None | item12 | SupplyingofCeilingFanwithCapacitorratingAsperguidelineofBEE5starratingandIS:374/19andalsocomplywithIS:1709 1984withlatestamendment,Ratedvoltage220V/50Hz,Ratedpowerupto35W+/10%,RatedcurrentAsperIS:374/19,Ratedpowerfactor0.9lagging(min),Ratedspeed350+/10%RPM,Ratedairdelivery210+/10%CubicMeterMinimum,Ratedservicevalue6.2CMM/W,ThreeBladesofbladeleaf1.05mmthickAluminiumAlloyshee,ClassBmotorinsulation,BearingTwoballbearings,Top6202,Bottom6201,asperISspecification,Motorwinding.TempriseShallnotexceed75degCoverandambientof400Cbyresistancemethodat245V,InsulationresistanceShallnotbelessthanTwoMegaOhms(2MOhms),LeakagecurrentShouldnotexceed210MicroAmp,Powerinput,W¤t,AirDelivery&FanSpeedasperIS:374/2019withlatestamendment,2yearmanufacturerWarranty.(BLDC fans) 48" Sweep 5 Star (1200 mm) CSR Vol-6 (SL.NO.6.4.1 PG NO-30) | No | 2677.0 | 2677.0 | 2.0 | False | None | None | False | None | False | 5354.0 | 0 | | 3622667 | 131619 | None | item13 | Supplying wall mounting fan suitable to operate at single-phase 230v AC. supply. (SL.NO.6.5.1 PG NO-30) | No | 2492.0 | 2492.0 | 3.0 | False | None | None | False | None | False | 7476.0 | 0 | | 3622668 | 131619 | None | item14 | 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.In all kinds of soils. Depth upto 1.50m (Vol-1 Item No.1.6 Page No.6) | Cum | 498.52 | 498.52 | 72.0 | False | None | None | False | None | False | 35893.44 | 0 | | 3622669 | 131619 | None | item15 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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:Pipes of SN4, 160mm dia. (Vol-5 Item No.10.2.4 Page No.113) | m | 593.28 | 593.28 | 72.0 | False | None | None | False | None | False | 42716.16 | 0 | | 3622670 | 131619 | None | item16 | 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No.15 ,Item NO 2.1.2) | Cum | 5833.92 | 5833.92 | 0.32 | False | None | None | False | None | False | 1866.8544 | 0 | | 3622671 | 131619 | None | item17 | 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(Vol-01 SR-2023-24 P No.18 I.NO.2.11(h)) | t | 81381.33 | 81381.33 | 0.06 | False | None | None | False | None | False | 4882.8798 | 0 | | 3622672 | 131619 | None | item18 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-2023-24 P No.15 Item NO-2.2.1) | No | 6475.61 | 6475.61 | 2.24 | False | None | None | False | None | False | 14505.3664 | 0 | | 3622673 | 131619 | None | itemm19 | Formwork Centering and Scaffolding | Cum | 2266.46 | 2266.46 | 1.92 | False | None | None | False | None | False | 4351.6032 | 0 |
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