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| 1 | ESTIMATE OF LAYING OF NP3 SEWER LINE (BOUNDARY WALL Upto GATE No-3) in CANTONMENT BOARD, VARANASI |
| 2 | Earthwork in Excavation by mechanical/manual means in Foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excaveted soil and disposal of surplus excavated soil as directed, within a lead of 50m. DSR-2.8.1, 2023 |
| 3 | Providing & laying 75 mm thick compacted bed of dry brick aggregate of 40 mm nominal size including spreading, well ramming, consolidating and grouting with jamuna sand including finishing smooth etc. complete as per direction of Engineer-in-charge. DSR-16.64, 2023 |
| 4 | Extra rates for quantities of works, executed In or Under foul position, including Pumping out water as required. Considering rate of this item is 25% of the above given item. DSR-2.24.2, 2023 |
| 5 | Supply and filling in plinth with sand under floors,including watering , ramming, consolidating and dressing complete. DSR-2.27, 2023 |
| 6 | Providing and laying in position cement concrete of 1:4:8(1 cement:4 coarse sand (zone-III) derived from natural sources:8 graded stone aggregate 40mm nominal size derived from natural sources) upto hunch of Pipe excluding the cost of centering and shuttering. DSR-4.1.8, 2023 |
| 7 | Providing and laying Non Pressure NP-3 class(Medium duty)900 mm dia R.C.C. Pipes including collars/spigot jointed with stiff mixture of cement mortar in the position of 1:2 (1cement: 2fine sand) including testing of joints etc. complete. DSR-19.35.3, 2023 |
| 8 | Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1cement :4 coarse sand) inside cement Plaster 12mm thick with cement mortar 1:3 (1cement :3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1cement :3 coarse sand :6 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design. 1.68m deep with sfrc cover and frame (heavy duty HD-20 grade designation)) 560mm internal dia conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 (1cement :2 coarse sand :4 graded stone aggregate 20mm nominal size)including centering, shuttering all complete. with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5. DSR-19.11.1.1, 2023 |
| 9 | extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 DSR-19.12.1, 2023 |
| 10 | Providing M.S. foot rest including fixing in manhole with 20*20*10 cm cement conctete blocks 1:3:6 (1cement :3 coarse sand :6 graded stone aggregate 20mm nominal size) as per standard design with 20*20 mm square bar @ 300mm vrtical spacing. DSR-19.15.1, 2023 |
| 11 | Filling Available excavated earth (excluding rock) in trenches, plinth,sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto and for all lift. DSR-2.25, 2023 |
| 12 | Demolishing R.C.C. work manually/ by mechenical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. DSR-15.3, 2023 |
| 13 | Providing and placing in position 100mm thick factory made machine batched and machine mixed precast RCC Rectangular Covers on Drains of various sizes, ofv M-25 Grade cement concrete for RCC work, including cost of centering and shuttering, Reinforcement of 8mm dia TMT ba4rs of Fe 500 grade @ maximum 100 mm c/c spacing on bothj ways, neat cement punning on finished surface, Properly encased on all edges with 1.6 mm thick, 100mm wide MS sheet duly painted over Priming coat, Reinforcement to be welded at edges with M sheet and providing 2nod. 12mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer -in -charge. DSR-16.93 |
| 14 | B/W in sub structure for side wall or brick drain with cement mortar in 1:4 (C : F/sand )etc. all complete. SOR SI No. 305b |
| 15 | 12 MM thick plaster with cement mortar in proportion of 1:3 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials,labour and T &p etc all complete SOR PWD SI no 9 REF 584 |
| 16 | Finishing walls with Premium acryli smooth exterior paint with silicon additives of required shape new work t etc all complete . DSR 13.47.1 |
| 17 | Add Survey and Drawing Desing (2%) |
| 18 | Add GST @ 18% Please Enable Macros to View BoQ information |
