County / national tender
Piped storm water drainage — 500 m
Urban storm drain under a carriageway or footway: trench, 600mm pipeline, concrete surround, manholes and road gullies, discharging to a protected outfall.
What the bill measures
| Item | Qty | Unit |
|---|---|---|
| 22.01(a)(i) Excavation for culverts: soft material, 0.5 m up to 1.5 m deep
500m x 1.2m x 1.5m average depth; split by depth band against the long section before issue
|
900 | m3 |
| 22.02(b) Backfilling using imported selected material
selected backfill over pipe
|
700 | m3 |
| 22.03(a) Concrete pipe culverts on Class A bedding, 600 mm dia, trunk line | 500 | m |
| 22.03(b) Concrete pipe culverts on Class B bedding, 300 mm dia, gully connections
34 No. x 5m
yours to price
|
170 | m |
| 22.07(a) Cast in situ concrete in Class A bedding, screeds and encasing for pipes, including formwork, class 15/20 blinding 50 mm to trench bed
600 m2
|
30 | m3 |
| 22.07(a) Cast in situ concrete in Class A bedding, screeds and encasing for pipes, including formwork, class 20/20 haunching and surround under carriageway | 125 | m3 |
| 22.17(a) Manholes complete, 1050 mm dia, standard depth 1.5 m
at 45m centres and at each junction
yours to price
|
17 | No. |
| 22.17(b) Catchpits complete, road gullies with grating
both kerb lines at 30m centres
yours to price
|
34 | No. |
| 22.17(d) Extra over 22.17(a) for manholes deeper than the standard depth, 1050 mm dia
6 No. in the lower reach averaging 2.0m deep
yours to price
|
3 | m |
| 22.S1 Special item: trench support and dewatering to pipe trenches, provisional
measure against the trial pits
yours to price
|
500 | m |
| 23.01(a) Concrete kerbing, precast, laid and bedded
channel to the gullies, both sides
|
1,000 | m |
| 23.05(a) Inlet, outlet, transition and similar structures (typical designs), masonry outfall headwalls | 2 | No. |
| 25.01(c) Wired and grouted stone pitching, 150 mm, outfall apron | 40 | m2 |
| 26.04(a) Galvanised gabion boxes, 2 x 1 x 1 m boxes, filled and laced
12 boxes, scour protection to the receiving channel; m2 of exposed face, 2 m2 per box; confirm the basis
|
24 | m2 |
| 31.01(b) Removal of topsoil
1.2m trench width x 500m x 150mm
|
90 | m3 |
Preliminaries and the contractor's own obligations (Bills 1 and 9) are added to the project too, unpriced. Items the library has no rate for — manholes, catchpits, small-bore pipes, trench support, and the contractor's own obligations in Bills 1 and 9 — are measured in full and left at nil for you to price. On a tender you are issuing that is the correct form: the rate column is the question. On one you are pricing, those are the lines to put your own build-up against first.