1724744229000 | 0 | None | None | Water supply/sewage lines | Development of UGD at right side of Anjaneya temple road in lenin nagar and construction of CC Paving in ward no 36 | 1201239.72 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3863162 | 147928 | None | CODE_01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable separately(Vol-3 SR-2023-24 P No.12 I NO.2.19 ) | Cum | 591.15 | 591.15 | 31.175 | False | None | None | False | None | False | 18429.10125 | 0 | 3863163 | 147928 | None | CODE_02 | 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 requiredto complete the work. In all kinds of soils. Depth upto 1.50m (Vol-I SR-2023-24 P.No.6 I.No.1.6.1) | Cum | 508.2 | 508.2 | 196.0 | False | None | None | False | None | False | 99607.2 | 0 | 3863164 | 147928 | None | CODE_03 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm 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 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 & other appurtenances required to complete the work. (Vol-I SR-2023-24 P.No.5 I.No.1.1) | Cum | 95.55 | 95.55 | 135.5 | False | None | None | False | None | False | 12947.025 | 0 | 3863165 | 147928 | None | CODE_04 | Supplying 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. for Pipes of SN 8, 250mm dia. (P.No.114 I.No.10.2.12 ) Volume V | m | 1618.05 | 1618.05 | 240.0 | False | None | None | False | None | False | 388332.0 | 0 | 3863166 | 147928 | None | CODE_05 | Supplying 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. for: Pipes of SN 8, 110mm dia.(P.No.114 I.No.10.2.8 ) Volume V | m | 364.35 | 364.35 | 90.0 | False | None | None | False | None | False | 32791.5 | 0 | 3863167 | 147928 | None | CODE_06 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finishedsmooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame:For 1.2m dia VOL-5 (P No 201 I NO 16.41 ). 1.0m deep machinehole | Each | 26248.95 | 26248.95 | 3.0 | False | None | None | False | None | False | 78746.85 | 0 | 3863168 | 147928 | None | CODE_06.1 | 1.1 m deep machinehole (VOL-5 P No 201 I NO 16.41 ) | Each | 28570.19 | 28570.19 | 2.0 | False | None | None | False | None | False | 57140.38 | 0 | 3863169 | 147928 | None | CODE_06.2 | 1.2m deep machinehole (VOL-5 P No 201 I NO 16.41 ) | Each | 30891.42 | 30891.42 | 1.0 | False | None | None | False | None | False | 30891.42 | 0 | 3863170 | 147928 | None | CODE_06.3 | 1.3m deep machinehole (VOL-5 P No 201 I NO 16.41 ) | Each | 33212.66 | 33212.66 | 5.0 | False | None | None | False | None | False | 166063.3 | 0 | 3863171 | 147928 | None | CODE_07 | Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover... (V-5 2023-24 P.No.191 I.No.16.11 ) | Each | 3726.45 | 3726.45 | 12.0 | False | None | None | False | None | False | 44717.4 | 0 | 3863172 | 147928 | None | CODE_08 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (V-2 2023-24 P.No.84 I.No.22.25.2 ) | Kg | 142.8 | 142.8 | 180.0 | False | None | None | False | None | False | 25704.0 | 0 | 3863173 | 147928 | None | CODE_09 | 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 .Common SR v1(SL.NO.1.10 PG NO-07) | Cum | 168.0 | 168.0 | 83.24 | False | None | None | False | None | False | 13984.32 | 0 | 3863174 | 147928 | None | CODE_10 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (P NO 17 No-3.1) VOLUME III | Cum | 89.25 | 89.25 | 143.92 | False | None | None | False | None | False | 12844.86 | 0 | 3863175 | 147928 | None | CODE_11 | 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.CSR 2023-24 V-1 21-22, I NO 1.8 PG NO 7 | Cum | 497.7 | 497.7 | 25.2 | False | None | None | False | None | False | 12542.04 | 0 | 3863176 | 147928 | None | CODE_12 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Wet Mix Macadam (Plant mix method). CSR 2023-24 V-3 I NO 4.17 Clause 406 P NO -26 | Cum | 2686.95 | 2686.95 | 10.0 | False | None | None | False | None | False | 26869.5 | 0 | 3863177 | 147928 | None | CODE_13 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(CSR 2023-24 Volume III P No.148, I No.16.27) | Cum | 6692.7 | 6692.7 | 25.92 | False | None | None | False | None | False | 173474.784 | 0 | 3863178 | 147928 | None | CODE_14 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges.(CSR 2023-24 VOLUME III P.No.79. item no 8.55) | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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