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| 1 | Earth work in excavation in ordinary in all of foundation tranches including dressing of side and ramming of bottom lifts upto a 1.5m including getting out the excavation soil and disposal of surplus excavated soil as directed with in a lead of 50m . AR |
| 2 | Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.UP PWD SOR /250mm Np3 pipe |
| 3 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved. UP PWD SOR / 250 mm dia |
| 4 | Constructing brick masonary circular type manhole 0.75m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design.0.75m deep with SFRC cover and frame (heavy duty HD- 20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete |
| 5 | 0.91m deep with SFRC cover and frame (heavy duty HD- 20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation |
| 6 | 1.22 m deep with SFRC cover and frame (heavy duty HD- 20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete UPPWD SOR-20/DAR-18/19.11.1.1 |
| 7 | Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 150MM Dia |
| 8 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved.UP PWD SOR |
| 9 | Providing orange colour safety foot rest of minimum 6mm thick plactic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS 1786 having minimum cross section as 23 mmx25 mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread a138mm As per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing including fixing in manhole with 30x20x15 cm cement concrete blocks 1.3.6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size) complete as per design based on DAR-18 UPPWD SOR-2020/19.16.1 |
| 10 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (UP PWD SOR /18.33.1) |
| 11 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281) |
| 12 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size)UP PWD SOR 2020 /DAR-18/5.1.2 |
| 13 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars.. UP PWD SOR 2020 /DAR-18/5.22.6 |
| 14 | Centering & shuttering including strutting, propping etc. – Foundations, footins, bases of columns, etc, for mass concrete. Under 20cm wide (DAR/5.9.1/Based on UPPWD/SOR-2020) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DAR/5.9.2/Based on UPPWD/SOR-2020)) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls.UP PWD SOR 2020/DAR-18 / 5.9.16.1 |
| 18 | M-150 brick work in 1:4 cement and Coarse sand of ( 2.20 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305) |
| 19 | concrete with 2cm Guage Stone grit , Coarse Sand& Cement in the proportion of 4:2:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/279a/P-17 |
| 20 | 12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) UP PWDSOR-2020/DAR-18/13.4.2 |
| 21 | 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 DSR- /10.25.2 |
| 22 | Supply of Good Earth work , banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per ( A.R. ) For all kind of soil. |
| 23 | Demolishing Interlocking or dry brick tiles on edge including stacking serviceable material and disposal of unserviceable material with in 50 metres Lead. (AR/YEIDA/Based on UPPWD/SOR 2020) |
| 24 | Relaying 80mm thick I.S.I Mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of Corse sand, filling the joints with fine sand and etc. all complete as per the direction of engineer in charge . with conforming to IS-15658 and IRC:SP:63. (AR) old tile use |
| 25 | Dry brick on edge flooring in required pattern with bricks of class designation150 on a bed of earth including fillingcompressed with M-150Bricks(DAR/11.2/AR/YEIDA/BasedonUPPWD/SOR-2020) |
| 26 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Morth-401 |
| 27 | Providing and laying 80mm thick I.S.I Mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of Corse sand, filling the joints with fine sand and etc. all complete as per the direction of engineer in charge . with conforming to IS-15658 and IRC:SP:63. (AR) |
| 28 | Supplying of PVC pipe ( ring fit) of following dia 6 Kg / cm2 including all specials & fittings etc. as required for proper complition of work.( The contractor has to arrange the source of water and require head for testing ). 160 mm diaUP PWD SOR 2020 /90mm dia 12.41.2 |
| 29 | Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc. 15 mm dia. nominal bore UP PWD SOR 2020 /DAR-18/18.12.1 |
| 30 | Providing and fixing G.l. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 15 mm dia. nominal bore UP PWD SOR 2020 /DAR-18/18.46.1 |
| 31 | Providing and fixing brass ferrule with C.l. mouth cover including boring and tapping the main: 15 mm dia. nominal bore UP PWD SOR 2020 /DAR-18/18.20.1 Please Enable Macros to View BoQ information |
