1723187727000 | 0 | None | None | Other Works | Construction of C C Road Infront of Imam Mohall Idayat Movlana at ward no18 | 207839.61 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3735406 | 139102 | None | code01 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge..[Valumme-II PNO-187,INO-19.9.2 Of 2023-24 PWD SR] | Cum | 1279.26 | 1279.26 | 3.105 | False | None | None | False | None | False | 3972.1023 | 0 | 3735407 | 139102 | None | code02 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & 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. .[Valumme-I PNO-5,INO-1.4.1 Of 2023-24 PWD SR] | Cum | 249.26 | 249.26 | 14.0849 | False | None | None | False | None | False | 3510.802174 | 0 | 3735408 | 139102 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Volume 1 P No. 54 I No 3.1 PWD SR 2023-24) | Cum | 87.55 | 87.55 | 14.0849 | False | None | None | False | None | False | 1233.132995 | 0 | 3735409 | 139102 | None | code04 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates(Volume 1,P No.15, I No 2.1.2 PWD SR 2023-24] | Cum | 5833.92 | 5833.92 | 4.335 | False | None | None | False | None | False | 25290.0432 | 0 | 3735410 | 139102 | None | code05 | 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-I,P No.15 I No 2.2.1 PWD SR 2023-24 Common Shedule of Rates) | Cum | 6475.61 | 6475.61 | 11.6944 | False | None | None | False | None | False | 75728.373584 | 0 | 3735411 | 139102 | None | code06 | Providing Centering to Concrete works[Pno-111,Ino-4,2023-24 Common SR,V-I] | Cum | 2266.46 | 2266.46 | 11.6944 | False | None | None | False | None | False | 26504.889824 | 0 | 3735412 | 139102 | None | code07 | Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.(The laps and wastages shall not be measured separately)[Vol-I,PNO-97, INO-2.11 H, Of PWD SR For 2023-2024] | t | 81381.33 | 81381.33 | 0.3122 | False | None | None | False | None | False | 25407.251226 | 0 | 3735413 | 139102 | None | code08 | 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.[V-III,PNO -148,INO- 16.27 of 2023-24 Common SR] | Cum | 6692.7 | 6692.7 | 6.0 | False | None | None | False | None | False | 40156.2 | 0 | 3735414 | 139102 | None | code09 | 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. COMMN SR-VOL-3 (SL.NO.8.55-C4 PG NO-79) | Nos | 6036.83 | 6036.83 | 1.0 | False | None | None | False | None | False | 6036.83 | 0 |
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