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| 1 | Part-A:- Road work Supply & Laying of Good earth in layer not exceeding 20cm in depth breaking clods watering rolling each layers with 1/2 tonne roller or woodeen or steel rammer and rolling 3rd & Top layer with power roller of minimum 8tonnes and dressing upto embankment for roads flood bank marginal banks and guide banks aor filling up ground depression as per MORTH (AR/YEIDA) Good earth. ALL LEADS AR YEIDA 301 SOR 2020 |
| 2 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DAR-/16.2/based on uppwd / SOR-2020) |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity 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. DAR-18/1 6.1/Based on UPPWD/SOR/2020 |
| 4 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate, with Royality 2518.13+260.00=2778.13 (DAR-2018/16.3.1/based on uppwd / SOR-2020) |
| 5 | Supplying and stacking at site. 63 mm to 45 mm size stone aggregate, with Royality 2571.56+260.00=2831.56 (DAR-2018/16.3.2/based on uppwd / SOR-2020) |
| 6 | Supplying and stacking at site. 53 mm to 22.40 mm size stone aggregate, with Royality 2635.44+260.00=2895.44 (DAR-2018/16.3.3/based on uppwd / SOR-2020) |
| 7 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity 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. (DAR-2018/16.4/based on uppwd / SOR-2020 )) |
| 8 | Supplying and stacking of Moorum at site.With Royality=2602.92+260.00=2862.92, (DAR-2018/16.3.10/based on uppwd / SOR-2020 ) |
| 9 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DAR-2018/16.7.1/based on uppwd / SOR-2020 ) |
| 10 | Providing and applying primer coat with grade bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means.MORTH 502 based on UPPWD SOR 2020 |
| 11 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor on the prepared bituminous surface cleaned with mechanical broom (Morth 503(ii)/AR/YEIDA/based on uppwd / SOR-2020 ) On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm AR YEIDA MORTH SOR 2020 503 |
| 12 | 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/A.R/YEIDA/Based on UPPWD/SOR 2020) 20mm compacted thickness with bitumen penetration of CRMB-55 |
| 13 | Part-B:- Sewerage Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA) Depth from 0.0 to 1.5 M below G.L. |
| 14 | Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./YEIDA) Depth from 1.50 to 3.00 M below G.L. |
| 15 | 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 150mm dia NP-3 pipe Based on UPPWD/SOR-2020) |
| 16 | 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 NP-3 pipe Based on UPPWD/SOR-2020) |
| 17 | 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 300mm dia NP-3 pipe Based on UPPWD/SOR-2020) |
| 18 | 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. 150 mm dia Based on UPPWD/SOR-2020) |
| 19 | 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. 250 mm dia Based on UPPWD/SOR-2020) |
| 20 | 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- 3pipe of following diameter including centring shuttering but excluding excavation as per approved. 300 mm dia Based on UPPWD/SOR-2020) |
| 21 | Constructing brick masonary circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with 150 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. 0.91 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, Supply and fixing Poly propelene foot rest & excluding excavation all complete. with bricks of class designation 150(DAR/19.9.1.1/Based on UPPWD/SOR-2020) |
| 22 | Constructing brick masonary circular type manhole 1.22m internal dia at bottom and 0.56m dia at top with 150 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. 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, Supply and fixing Poly propelene foot rest & excluding excavation all complete. with bricks of class designation 150(DAR/19.11.1.1/Based on UPPWD/SOR-2020) |
| 23 | Constructing brick masonary circular type manhole 1.52m internal dia at bottom and 0.56m dia at top with 150 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. 1.52 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. with bricks of class designation 150(DAR/19.11.1.1/Based on UPPWD/SOR-2020) |
| 24 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67mWith burnt clay bricks of class designation 150 DAR/19.10.1 Based on UPPWD/SOR-2020 |
| 25 | Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29mWith burnt clay bricks of class designation 150 DAR/19.10.1 Based on UPPWD/SOR-2020 |
| 26 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m With burnt clay bricks of class designation 150 (DAR/19.13.1 Based on UPPWD/SOR-2020) |
| 27 | Providing orange colour safety foot rest of minimum 6 mm 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 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm 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 manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DAR/19.13.1 Based on UPPWD/SOR-2020) |
| 28 | 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.l. 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: Inside dimentions 60x60x75Cm, DAR-18/19.30.2.1/based on UPPWDSOR-2020 Please Enable Macros to View BoQ information |
