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| 1 | Cleaning grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared. UPPWD/SOR-2020/2.32/AR |
| 2 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating 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 50metrs. Based on UPPWD/SOR-2020/DAR-18/1.6.1 |
| 4 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate Based on UPPWD SOR-2020/1 6.3.1 |
| 5 | 63 mm to 45 mm size stone aggregate Based on UPPWD-SOR-2020/1 6.3.2 |
| 6 | 53 mm to 22.4 mm size stone aggregate Based on UPPWD-SOR-2020/1 6.3.3 |
| 7 | Supplying and stacking at site. Moorum. Based on UPPWD-SOR-2020/16.3.10 |
| 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 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 150 Based on UPPWD/SOR-2020/ DAR -18/16.7.1 |
| 10 | Providing and applying tack coat on prepared surface heating bitumen in boiler and spraying the bitumen of 80/100 with spray set fitted on bitument boiler including clearing, preparing the existing road surface as per specification . On granular Base such as W.B.M. surface not bitumen primed with 0.25Kg of bitumen for 10sqm. WBM/[email protected]/sqm UPPWD/SOR-2020 |
| 11 | Provinding and laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.09mm (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 rolled 8-10 tonne capacity, and finishing to required level and grade. 25mm thick compacted thickness with bitumen penrtration of VG-10 |
| 12 | 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 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/UPPWD/SOR-2020 |
| 13 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 14 | DRAIN WORK: Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (Where Machine not reached/Move).(YEIDA ) |
| 15 | Cement Concrete with 4 cm 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. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. Based on UPPWD/SOR-2020/DAR-18/5.9.1 |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Based on UPPWD/SOR-2020/DAR-18/5.9.2 |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended Floor, roofs landing, balconies, and access platform UPPWD /SOR-2020/5.9.3 For culvert |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls. Above 20cm wide Based on UPPWD /SOR-2020/5.9.16.2 |
| 20 | 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.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable. All work up to plinth level. Based on UPPWD/SOR-2020/DAR-18/5.33.1 |
| 21 | Rainforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars UPPWD/SOR-2020/YEIDA/5.22.6 |
| 22 | SEWERAGE SYSTEM excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth and dirctedby the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (YEIDA). UPPWD/SOR-2020/YEIDA Depth from 0.00 - 1.5 m below G.L. |
| 23 | Depth from 1.5.- 3.00m below G.L UPPWD/SOR-2020/AR/YEIDA |
| 24 | Supply and laying of ISI marked R.C.C. NP-2 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings of following dia 250mm dia Based on UPPWD/SOR-2020/DAR-18/19.6.3 |
| 25 | Supply and laying of ISI marked R.C.C. NP-3 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings of following dia 250mm dia Based on UPPWD/SOR-2020 |
| 26 | Providing and laying in position cement concrete : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation as per approved. 250mm dia UPPWD/SOR-2020 |
| 27 | Providing and laying in position cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal sizw) in concrete cradle under NP-3 Pipe of following diameter including centring shuttering but excluding excavation as per approved. 250mm dia UPPWD/SOR-2020 |
| 28 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150mm dia RCC pipe Based on UPPWD/SOR-2020/DAR/18/19.6.2 |
| 29 | Provinding and laying in position cement concrete 1:4:8 (1cement:4 coarse sand: 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation as per approved |
| 30 | Construction brick masonary circular type manhole 0.91m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4(1cement: 4coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3(1cement:3coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8(1cement:4coarse sand: 8graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4(1cement:2coarse sand :4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 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 182kg. fixed in cement concrete 1:2:4(1cement:2coarse sand:4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. UPPWD/SOR-2020/DAR-18/19.9.1.1 |
| 31 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m with burnt clay brick of class designation 150.UPPWD SOR-2020/19.10.1 |
| 32 | Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top with 100class 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 1:3:8 (1 cement : 3 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.1.68 m deep with S.F.R.C 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 centering shuttering, Supply and fixing poly propelene foot rest & Excluding Excavation, all complete. UPPWD SOR-2020 / 19.11.1.1 |
| 33 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m 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(1cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centring shuttering, Supply and fixing poly propelene foot rest but excluding excavation all complete. UPPWD SOR-2020 / 19.12.1.1 |
| 34 | 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 width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering beside 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 and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6(1cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) complete as per design.UPPWD/SOR-2020/DAR-18/19.16 |
| 35 | ConConstructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. 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 ) , i/c 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 cementcomplete as per standard designWith common burnt clay F.P.S.(non modular) bricks ofclass designation 150 Based on UPPWD /SOR-2020/DAR/18.33.1 |
| 36 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete 150mm dia Based on UPPWD SOR-2020/DAR-2018/19.34.2 |
| 37 | Cement Concrete with 4 cm 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. |
| 38 | Class-150(Non Modular) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. As the item 309 above but for walls of full brick thick, add for extra labour to the rate of item no. 309 |
| 39 | Earth work in excavation over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. |
| 40 | Laying spreading and jointing & testing of PVC pipe (Finolex make- ring fit) of following dia 6 Kg/cm2 including all specials & fitting etc. as required for proper complition of work. (the contractor has to arrange the source of water and require head for testing). 90mm dia |
| 41 | Laying spreading and jointing & testing of PVC pipe (Finolex make- ring fit) of following dia 6 Kg/cm2 including all specials & fitting etc. as required for proper complition of work. (the contractor has to arrange the source of water and require head for testing). 110mm dia |
| 42 | Providing and fixing Sluice valve as per ISS:780 class PN 1 ISI mark including supply of jointing material such as bolts and nuts rubber insertion, while lead, testing etc. complete (the tail piece will be paid seperately tapers etc. if required will be paid seperately).80mm dia AR |
| 43 | Providing and fixing Sluice valve as per ISS:780 class PN 1 ISI mark including supply of jointing material such as bolts and nuts rubber insertion, while lead, testing etc. complete (the tail piece will be paid seperately tapers etc. if required will be paid seperately).100mm dia AR |
| 44 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) 80mm dia |
| 45 | Providing and fixing Scour valve as per ISS: 780 class PN 1.0 ISI mark including supply of jointing materials such as bolts, nuts rubber insertion etc. Complet (The tail piece will be paid seperately tapers etc. if required will be paid seperately). |
| 46 | Constructing masonry Chamber 60 X 60 X 75 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chain lid and RCC top slab 1:2:4 mix (1) cement: 2 coarse sand 4 graded stone aggregate 20 mm 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 F.P.S. bricks |
| 47 | Cement concrete with 4cm Guage Approved Stone ballast 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. |
| 48 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement trenching, refihling & testing of joints complete as per direction of Engineer in Charge.15 mm dia, nominal bore UPPWD/SOR-2020/18.9.1 |
| 49 | Providing and fixing PPR Unions 20 mm dia. UPPWD/SOR-2020/18.6A.1 |
| 50 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main: 15 mm dia. nominal bore UPPWD/SOR-2020/18.20.1 |
| 51 | The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 2nd Year maintenance cost ( Sum of item no 1 to 12 = 21804501.49x0.0025=54511.25). |
| 52 | The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 3rd Year maintenance cost ( Sum of item no 1 to 12 = 21804501.49x0.0050=109022.51). |
| 53 | The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 4th Year maintenance cost ( Sum of item no 1 to 12 = 21804501.49x0.0075=163533.76). |
| 54 | The routine maintenance of road work including embankment,Patri,road sides etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years including cost of materials T&P labouress etc,but excluding cost of GST For 5th Year maintenance cost ( Sum of item no 1 to 12 = 21804501.49x0.010=218045.01). Please Enable Macros to View BoQ information |
