GeoPilotDrainPilot DocumentationOpen DrainPilot

Cost estimate (BOQ)

Quantities by depth band for the pipes, trenches, manholes and road restoration of a circular-pipe network, priced from your state Schedule of Rates, with abstract, detailed estimate and measurement sheet in Excel and PDF.

Design > Cost Estimate (BOQ)... opens the Cost Estimate (BOQ) window. It measures the open project the way a sewerage DPR estimate does (excavation by depth band and soil class, shoring, bedding, pipes, manholes, backfill, disposal, road restoration, house connections, testing) and prices each item from a Schedule of Rates.

The estimate covers circular pipes only. Open drains, box sections and other shapes are left out, each with a note under notes on the network, because their items (lining, formwork, reinforcement) are different. Pumps, wet wells and other structures are not priced. A project with no circular conduits shows The network has no circular conduits to estimate.
Until you enter your own rates, every item is priced at an illustrative placeholder rate, not taken from any Schedule of Rates, and a banner says PLACEHOLDER, enter your state SoR with how many items and how much of the total that is. Do not put a placeholder estimate in a DPR.

What it measures

The Measurement tab: one row per reach with from and to manholes, material RCC NP3, diameter 200 mm, length 55 m, cut depths upstream and downstream, trench width 0.65 m, excavation by depth band (0 to 1.5 m, 1.5 to 3 m, 3 to 4.5 m, 4.5 to 6 m, over 6 m), total excavation in cubic metres and shoring in square metres.
Measurements worked out from the network, reach by reach.
  • Each circular conduit is a reach, from its two end manholes. The cut at each end is ground minus invert; ground is the manhole rim (invert plus maximum depth). An outfall has no rim in SWMM, so its cut is taken equal to the other end's, with a note.
  • Every junction with a rim is a manhole, placed in a depth band by its depth.
  • Trench width is the pipe's outside diameter plus a clearance on each side, but not less than the minimum width; more where the trench is shored.
  • Excavation is split into depth bands and, within each band, into soil classes by the shares you set.
  • The pipe material class is read from each conduit's Description or Tag when it names one (NP4, NP3 or RCC, DWC or HDPE, PVC, DI, SW or stoneware); otherwise it is RCC NP3.

The tabs

The Cost Estimate (BOQ) window on its Abstract tab. A warning says 26 of 26 items use illustrative placeholder rates, not a Schedule of Rates. Heads: earthwork Rs 18,21,393; pipes and bedding Rs 44,63,350; manholes Rs 6,00,000; road restoration Rs 16,26,918; miscellaneous Rs 17,400. Cost of works Rs 85,29,061, contingencies and supervision at 3 percent each, GST at 18 percent, total Rs 1,05,76,035.64, which is 105.76 lakh. Save rates and settings, Export Excel and Export PDF buttons.
The abstract of cost. The placeholder warning stays until you enter your state SoR.
TabWhat it shows
AbstractThe abstract of cost by head (Earthwork, Pipes and bedding, Manholes, Road restoration, Miscellaneous), A the cost of works, B contingencies, C GST and D supervision as percentages of A, the total, and the total in lakh. The total is also shown at the top right on every tab.
Detailed estimateEvery item with its code, SoR reference, description, unit, quantity, rate and amount. A rate marked placeholder is illustrative; no rate in red means the item is left out of the total.
MeasurementThe measurement sheet: per reach the material, diameter, length, cut at each end, trench width, excavation in each depth band and in total, shoring, bedding, backfill, disposal, road surface and house connections; and per manhole its depth, band, type and whether it is a drop manhole.
RatesThe Schedule of Rates the estimate uses, and the import of your state SoR.
SettingsDepth bands, soil classes, trench rules, bedding, manholes, road restoration and the percentages.

Correct what the network cannot say

On the Measurement tab you can set, per reach, the pipe Material (RCC NP3, RCC NP4, DWC HDPE, DI, uPVC, Stoneware), the road Surface (Bituminous (BT), Cement concrete (CC), WBM, Unpaved, or by share to use the shares in Settings) and the number of House conn.; and per manhole the type (Brick masonry, RCC cast in situ, Precast RCC) and the Drop tick.

These per-reach and per-manhole corrections live in the window only. They are not saved with the project or with Save rates and settings, and are lost when the window closes. Export the estimate before closing it.

Enter your state Schedule of Rates

The Rates tab: a filter box, Import state SoR (CSV or Excel), Add row and Reset to placeholders buttons, and a table of codes such as EW-OS-1 to EW-HR-5 for excavation in ordinary, hard and soft rock by depth band, shoring, dewatering and backfill, each with a unit, a rate in rupees and the source PLACEHOLDER.
The rates table. Import your state SoR to replace the placeholders.
  1. Open the Rates tab and press Import state SoR (CSV or Excel). Pick the CSV or Excel file of your state's SoR.
  2. Check the Header row and which columns hold the Item number, Description, Unit and Rate. DrainPilot guesses them; the line under the choices shows how many rows will import and the first one.
  3. Press Import. The state items go into a library under their own item numbers. If the file's item numbers are DrainPilot's own codes, those items are priced at once.
  4. For each DrainPilot item, type or pick the state item number in its SoR ref box: the item takes that rate and is marked state SoR.
  5. Or type a rate straight into Rate (Rs); the item is then marked entered.
  6. Press Save rates and settings at the bottom to keep the rates and settings in this browser for your next estimate.

Add N missing items adds, at zero rate, the items this network needs that the rate list lacks. Reset to placeholders goes back to the illustrative rates. Rates are kept in this browser only; if the browser refuses storage, the window says the rates last only while the tab is open.

Settings and their defaults

SettingDefaultNotes
Trench depth bands0 to 1.5 m, 1.5 to 3 m, 3 to 4.5 m, 4.5 to 6 m, over 6 mType the upper edges, for example 1.5, 3, 4.5, 6.
Charge excavation bylift (each depth layer at its band)Or the full depth of the section at one band. State SoRs differ; check your SoR's earthwork preamble.
Manhole depth bands0 to 1.5 m, 1.5 to 3 m, 3 to 4.5 m, 4.5 to 6 m, over 6 m
Soil classesOrdinary soil 70 %, hard soil 20 %, soft rock 10 %, hard rock 0 %Applied to every band alike. Take them from the soil investigation; DrainPilot has no default for your site. They must add to 100.
Clearance each side of pipe0.2 mFrom the CPHEEO water supply manual, as SM gives no figure.
Minimum trench width0.6 mCommon SoR practice, badged unverified.
Shore where cut deeper than1.5 mCommon practice, badged unverified. Shored trenches are made wider by the extra width.
Water table below groundblank (no dewatering)Set it to price dewatering below that depth.
Bedding thickness0.15 mConcrete for RCC and stoneware, granular for DWC HDPE, uPVC and DI by default; badged unverified.
Default manhole typeBrick masonry
Drop manhole above0.6 mSM s.3.25 p.3-53.
Road restorationBy share of each reach: BT 60 %, CC 20 %, WBM 10 %, unpaved 10 %Or lengths entered for the network. Cut back 0.3 m beyond the trench on both sides. A surface chosen per reach overrides the shares.
House connections, network totalblank (sum of reaches)
Include hydraulic testingYes
Contingencies, GST, supervision3 %, 18 %, 3 % of the cost of worksPlaceholders: set them per your department and the current GST notification.

Settings that would make the estimate wrong, such as bands out of order or soil shares that do not add to 100, are shown in red above the tabs.

Export

Export Excel writes four sheets: Abstract, Detailed Estimate (amounts and totals as formulas), Measurement and Rates. Export PDF writes the abstract of cost, the detailed estimate and the measurement sheets for trenches and manholes. Both are named after the project, for example indian-sewer-zone estimate.xlsx.