| 1709897808000 | 0 | None | None | Other Works | Construction of Retaining wall behind Gujarathi School of 42 Dongarkeri ward in MCC limits | 843422.83 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2971907 | 98446 | None | code01 | KSRRB M200-12.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications.iv)Dismantling stone masonry. I. By Manual Means: B. Rubble stone masonry in cement mortar. MORTH Specification No. 202 ( P.No. 8, S.No. 2.10 , Volune 3 PWD SR-2021-22) | Cum | 538.72 | 538.72 | 16.32 | False | None | None | False | None | False | 8791.9104 | 0 | | 2971908 | 98446 | None | code02 | 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 soil Depth exceeding 3m, but not exceeding 4.5 m (CSR VOLUME-1-2021-22 Chapter 1 P.No.5, S.No. 1.4.3) | Cum | 322.56 | 322.56 | 105.67 | False | None | None | False | None | False | 34084.9152 | 0 | | 2971909 | 98446 | None | code03 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (CSR VOLUME-1-2021-22 Chapter 2 P.No.15, S.No. 2.1.2) | Cum | 5830.72 | 5830.72 | 7.77 | False | None | None | False | None | False | 45304.6944 | 0 | | 2971910 | 98446 | None | code04 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Specification No. KBS 4.6.3,TMT bars Fe 500 (PWDSR 2021-22 Volume2, Pg 84 Sl.no.11.32 ) | Kg | 92.96 | 92.96 | 3992.05 | False | None | None | False | None | False | 371100.968 | 0 | | 2971911 | 98446 | None | code05 | PVC pipes of 4Kg/cm2 for 90mm (p.no 35 S.No. 1195 ,code no 5816, WS AND UGD WORKS CSR 2021-22 VOLUME V) | Rmtr | 135.52 | 135.52 | 7.5 | False | None | None | False | None | False | 1016.4 | 0 | | 2971912 | 98446 | None | code06 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( P.No.16, Item no.2.3.1,Chapter 2,CSR VOLUME-1-2021-22) | Cum | 7352.58 | 7352.58 | 49.21 | False | None | None | False | None | False | 361820.4618 | 0 | | 2971913 | 98446 | None | code07 | Filling available excavated earth (excluding rock) in trenches, linth, 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.( P.No.7, Sl. no.1.9,Chapter 1,CSR VOLUME-1-2021-22) | Cum | 228.48 | 228.48 | 93.24 | False | None | None | False | None | False | 21303.4752 | 0 |
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