1725445815000 | 0 | None | None | Other Works | Zonal no.07 Ward. No. 30 Construction of Pathway and installation of benches in Ramakrishnanagar Park. | 2217318.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3916995 | 151126 | None | code Vol-1 Page No.5 Item No.1.3 | 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. (UNI SR 2023-24 Vol-I / Page No.5 / Item No.1.3) | Cum | 185.85 | 185.85 | 149.3 | False | None | None | False | None | False | 27747.405 | 0 | 3916996 | 151126 | None | code Vol-1 Page No.59 Item No.2.1.3 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol-I / Page No.59 / Item No.2.1.3) | Cum | 6288.45 | 6288.45 | 95.4 | False | None | None | False | None | False | 599918.13 | 0 | 3916997 | 151126 | None | code Vol-1 Page No.7 Item No.1.8 | 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. (UNI SR 2023-24 vol-1 /Page No.7/Item No.1.8) | Cum | 497.7 | 497.7 | 83.0 | False | None | None | False | None | False | 41309.1 | 0 | 3916998 | 151126 | None | code Vol-3 Page No.51 Item No.6.8.1 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) (UNI SR 2023-24 Vol III / Page No.51 / Item No.6.8.1) | Sqm | 1121.4 | 1121.4 | 830.0 | False | None | None | False | None | False | 930762.0 | 0 | 3916999 | 151126 | None | code Vol-3 Page No.74 Item No.8.42.7 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 150 mm Kerb Stone (UNI SR 2023-24 Vol 3 / Page No.74 / Item No.8.42.7) | m | 394.8 | 394.8 | 620.0 | False | None | None | False | None | False | 244776.0 | 0 | 3917000 | 151126 | None | code Vol-3 Page No.15 Item No.2.1.4 | 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol-I / Page No.15 / Item No.2.1.4) | Cum | 6527.85 | 6527.85 | 18.6 | False | None | None | False | None | False | 121418.01 | 0 | 3917001 | 151126 | None | code Vol-3 Page No.66 Item No.8.10 | Painting Two Coats on New Concrete Surfaces, Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. (UNI SR 2023-24 Vol 3 / Page No.66 / Item No.8.10) | Sqm | 114.45 | 114.45 | 186.0 | False | None | None | False | None | False | 21287.7 | 0 | 3917002 | 151126 | None | code AR 01-09-2023 | Providing and laying Surface Mount Reinforcement Bench Conforming to RDSO spect, wlthout Arm rest and Back support with materlal specificatlon of RCC M-30 Grade con le mix In accordance with 15: 10269/atest in gray cement by using vibro-compaction technique and with reinforcement as detaidled in Govng, speen. TMT reinforcement bars conforming to I5: 1786/1 of dia 10 mm used as main reintorrement bar and 4 mm dia mild steel bars used as stirrups as per drawing, Stirups of 10 nos.-4 mm dia bar @ 150 mm C/C and Main Reinforcement 4 nos.-10 mm din bar. Each seating plank (bottom) of bench bolted with leg by help of 12 mm da. X 65 mm length galvanized steel countersunk bolts with EVA washer - Backrest planks fitted with half threaded cariage bolts and nus of size 16S mm X 8 mm dia with EVA & steel washer. Plank Dimension-1500mmx 440mm, Seat height from the ground 450mm, Distance between both legs. 34Omm Architect drawing and direction. The work Inchudes all other incidental works required to complete the work in al respects for smooth functioning of the equipment at all times in all respects for its intended use.The works required in fxing the eqlupment on site as per the site conditlon. The cost includes, cost of transportation, cost of labour, HOM of machinery etc., required to complete the work. As per the direction of Engineer-in-charge. A/R 01-09-2023 | Each | 15340.0 | 15340.0 | 15.0 | False | None | None | False | None | False | 230100.0 | 0 |
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