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| 1 | ROAD WORK:Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller ofminimum 8 tonnes and dressing up inembankments for roads, floods banks, marginal banks and guide banks or filling up ground depressions, all leads up to 1.00 km MORTH. all kind of soil UP PWD/SOR-2020/AR/YEIDA. |
| 2 | Carriage of earth/material by mechanical Transport up to 1/2.00 mtr. UPPWD/SOR-2020/AR/YEIDA |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacityafterexcavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres.Based on UPPWD SOR-2020/16.1 |
| 4 | Supplying and stacking at site.90 mm to 45 mm size stone aggregateBased on UPPWD SOR-2020/1 6.3. 1 |
| 5 | 63 mm to 45 mm size stone aggregateBased on UPPWD SOR-2020/1 6.3.2 |
| 6 | 53 mm to 22.4 mm size stone aggregateBased on UPPWD-SOR-2020/1 6.3.3 |
| 7 | Supplying and stacking at site. Moorum.Based on UPPWD SOR-2020/16.1. 10 |
| 8 | Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road! vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening! binding material to fill up interstices of coarse aggregate watering and compacting to the required density. Based on UP PWD SOR-2020/16.4 |
| 9 | Providing and applying primer coat with VG-10 conforming to IS 8887, usingpressure distributer including preparing the surface & cleaning with mechanical broom. On WBM/WMM @ 0.25kg/sqmUP PWD/SOR-2020/Morth/AR/YEIDA |
| 10 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b)aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. MORTH-512/AR/YEIDA 20mm compacted thickness with bitumen penetration of CRMB-55 UP PWD/SOR-2020 |
| 11 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 meters. With F.P.S. bricks of class designation-150 UPPWD/SOR-2020/16.7.1 |
| 12 | DRAIN WORKEarth work in Foundation in ordinary soil (Ioam, clay or sand) including lift upto 1.5m and lead upto 30m. And including filling watering and ramming of excavated earth into thetrenches or into space between the building and the sides of foundation trenches orinto the plinth and removal and disposal of surplus earth as directed by theEngineer-in-charge upto a distance of 30m from the foundation trenches. UPWD/SOR-2020/AR/YEIDA |
| 13 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - all work upto plinth level in 1:4:8(1cement: 4 coarse sand : 8 graded brick aggregate 40mm nominal size) - For Leveling Course upto 3.0m depth. UPPWD/SOR-2020/4.1.8 |
| 14 | RCC Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All work upto plinth levelUPPWD SOR-2020/5.33.1 |
| 15 | Rinforcement for R.C.C. work including straightening , Cutting Bending ,placing in position and bending all complete upto plinth levelusing Hot rolled Deformed Bars.UPPWD/SOR-2020/5.22.6 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of from for: Foundation, footings, bases of columns, etc. for mass concrete. Based on UP PWD SOR-2020/5.9.1 |
| 17 | Suspended Floor, roofs landing, balconies, and access floors UPPWD /SOR-2020/5.9.3 |
| 18 | Retaining Walls, Return Walls, Walls (any thickness) including attached pilkaster, butteresses, plinth and string courses fillets etc. Based onUPPWD SOR-2020/5.9.2 |
| 19 | SEWERAGE SYSTEMEarthwork in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom. Lift upto 1.5m including getting out the excavated soil and disposal of the surplus excavated soil as directed within a lead of 50m.All kind of soil. UPPWD/SOR-2020/YEIDA Depth from 0.00 - 1.5 m below G.L. |
| 20 | 1.5-3.00 m below G.L.UPPWD/SOR-2020/AR/YEIDA |
| 21 | PCCProviding and laying in position cement concrete of specified grade including the cost of centring and shuttering - All work up to plinth level1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).(in bedding (lean concrete) UPPWD/SOR-2020/4.1.3 |
| 22 | Centring and shuttering including strutting. Propping etc. and removal of formwork for Foundation, footings bases for columns UP PWD/SOR-2020/4.3.1 |
| 23 | Providing and carting of following dia RCC hume pipe S&S NP-2 class & specials in site of work lowering the same into trenhces in depth upto 1.50m below GL true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. 250mm dia NP2 BGL UPPWD/SOR-2020/19.6.3 |
| 24 | Manholes Chamber with Cover : Constructing brick masonary circular type manhole 0.91 m 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 1:3:6 (1 cement : 3 coarse sand : 6 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.0.91 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, all complete.(Excavation, foot rest and 12mm thick cement plaster at the external surface shall be paid for separately).UPPWD SOR-2020/19.9.1.1 |
| 25 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67mWith FPS bricks class designation-150 UPPWD SOR-2020/19.10.1 |
| 26 | Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside 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 1:3:6 (1 cement : 3 coarse sand : 6 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.1.68 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, all complete. (Excavation, foot rest and 12mm thick cement plaster at the external surface shall be paid for separately: with F\"PS bricks class designations-150 UPPWD SOR-2020 / 19.11.1.2 |
| 27 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS: 10910 on 12mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mmX25mm and over all minimum length 263mm and widht as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications andhaving manufacture\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6(1:cemnet :3 coarse sand: 6graded stone aggregate 20mm nominal size) complete as per design. UPPWD/SOR-2020 |
| 28 | House Connecting Chamber & Crossing Works:- Excavation for depth upto 1.50m B.G.L for laying sewer line, manhole, gully traps etc. in ordinary soil(sand, loam & clay) i/e cutting of joints pits, triming, dressing, leveling & refilling of trenches in 20cm layers, watering sand ramming the same i/c removal of surplus earth or other diamentel materials upto a distance of 50m from the center of trench. UPPWD/SOR-2020/AR/YEIDA |
| 29 | Plain Cement Concrete : Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work up to plinth level 1:4:8(1cement : 4 coarse sand: 8 graded stone aggregate 20mm nominal size) UPPWD/SOR-2020/4.1.3 |
| 30 | Centring and shuttering including strutting. Propping etc. and removal of formwork for Foundation, footings bases for columns UP PWD/SOR-2020/4.3.1 |
| 31 | House connecting Chamber : Construction house connection chamber inside dimenstion 455x610mm and 0.6m deep for pipe line with one or two inlets: with F.P.S bricks with class designation 150 UPPWD/SOR-2020/19.30.1.1 |
| 32 | Providing and carting of 150mm dia RCC hume pipe Socket and spigot NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.5m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. for150mm RCC NP-3 pipe UPPWD/SOR-2020/AR/YEIDA |
| 33 | WATER SUPPLY P/L nd Jointing & testing of ISI marked PVC pipe (finolex, kissan, supreme of equivalent make ring fit as per IS 4985:2000) of flowing dia 6kg/sq.cm including all specials& fitting etc. as required for proper completion of work (the contractor has to arrange the source of water and require head for testing) 110mm dia PVC pipe (6kg/sqcm) UPPWD SOR-2020/(YEIDA) |
| 34 | Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and remming of bottom. Lift upto 1.5 m including getting out the excavated soil and disposal of the surplus excavated soil as directed within a lead of 50m. Depth from 0.00 to 1.5m below GL UP PWD SOR-2020/AR/YEIDA |
| 35 | Supply and fixing C.I. scour valves (kirloskar or equivalent make) including cartage of materials labour T&P etc. complete. 100mm dia UPPWD/SOR-2020/18.31.1.2 |
| 36 | Constructing masonry Chamber 60x60x75cm, inside with 150 class designation brick work in cement mortar 1:4 (1cement : 4 coarse sand) for for fire hydrants, with C.I. surface box 350x350mmtop and 165mdeep (inside) with chained lid and RCC top slap 1 :2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10(1cement:5 fine sand :10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12mm thick finished with a floting coat of neat cement complete as per standard design: with bricks of class designation 150 Based on UPPWD SOR-2020/DAR-18/18.36.1 |
