DSR + DAR
- Civil
- 2023
You add the items and quantities. Costimator does the rest: every rate analysis, every report and every Excel file, automatically built for you.
| Select | Code | Description | Unit | Rate (₹) | Analysis |
|---|---|---|---|---|---|
| | 4.1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| | 4.1.2 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 8,115.95 | |
| | 4.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 7,666.05 | |
| | 4.1.3A | 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) up to 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) up to 25%) | cum | 7,448.40 | |
| | 4.1.4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 7,570.50 | |
| | 4.1.5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 7,098.00 | |
| Select | Code | Description | Unit | Rate (₹) | Quantity | Amount (₹) |
|---|---|---|---|---|---|---|
| 02. Earthwork | ||||||
| 2.8.1 | All kinds of soil. | cum | 253.30 | 0.00 | 0.00 | |
| 04. Concrete Work | ||||||
| 4.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 7,666.05 | 0.00 | 0.00 | |
| 4.1.4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 7,570.50 | 0.00 | 0.00 | |
| 4.1.5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 7,098.00 | 0.00 | 0.00 | |
| 05. Reinforced Cement Concrete | ||||||
| 5.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 8,352.00 | 0.00 | 0.00 | |
| 5.22.6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | kg | 104.95 | 0.00 | 0.00 | |
| 13. Finishing | ||||||
| 13.1.1 | 1:4 (1 cement: 4 fine sand) | sqm | 337.70 | 0.00 | 0.00 | |
5.1.3 | Select | Code | Description | Unit | Rate (₹) | Quantity | Amount (₹) |
|---|---|---|---|---|---|---|
| 02. Earthwork | ||||||
| 2.8.1 | All kinds of soil. | cum | 253.30 | 0.00 169.92 | 0.00 43,040.74 | |
| 04. Concrete Work | ||||||
| 4.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 7,666.05 | 0.00 14.20 | 0.00 1,08,857.91 | |
| 4.1.4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 7,570.50 | 0.00 21.60 | 0.00 1,63,522.80 | |
| 4.1.5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 7,098.00 | 0.00 9.60 | 0.00 68,140.80 | |
| 05. Reinforced Cement Concrete | ||||||
| 5.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 8,352.00 | 0.00 20.79 | 0.00 1,73,638.08 | |
| 5.22.6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | kg | 104.95 | 0.00 4,250.00 | 0.00 4,46,037.50 | |
| 13. Finishing | ||||||
| 13.1.1 | 1:4 (1 cement: 4 fine sand) | sqm | 337.70 | 0.00 612.40 | 0.00 2,06,807.48 | |
| Code | Description / Particulars | Nos. | L | B | H/D | Quantity |
|---|
| 02. Earthwork | ||||||
| 2.8.1 | All kinds of soil. | |||||
| Foundation trenches, long walls | 4.00 | 14.60 | 1.20 | 1.50 | 105.12 | |
| Foundation trenches, cross walls | 6.00 | 8.40 | 1.20 | 1.50 | 90.72 | |
| Deduct: overlap at wall junctions | −12.00 | 1.20 | 1.20 | 1.50 | −25.92 | |
| Total Quantity (cum) | 169.92 | |||||
| 05. Reinforced Cement Concrete | ||||||
| 5.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| Footings F1 | 12.00 | 1.50 | 1.50 | 0.45 | 12.15 | |
| Columns C1 up to plinth | 12.00 | 0.30 | 0.45 | 1.20 | 1.94 | |
| Plinth beams PB1 | 1.00 | 62.40 | 0.23 | 0.30 | 4.31 | |
| Plinth beams PB2 | 1.00 | 38.20 | 0.23 | 0.30 | 2.64 | |
| Deduct: column portion in beams | −12.00 | 0.30 | 0.23 | 0.30 | −0.25 | |
| Total Quantity (cum) | 20.79 | |||||
| Code | Description | Unit | Quantity | Rate (₹) | Amount (₹) |
|---|
| 02. Earthwork | |||||
| 2.8.1 | All kinds of soil. | cum | 169.92 | 253.30 | 43,040.74 |
| 02. Earthwork subtotal | 43,040.74 | ||||
| 04. Concrete Work | |||||
| 4.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 14.20 | 7,666.05 | 1,08,857.91 |
| 4.1.4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 21.60 | 7,570.50 | 1,63,522.80 |
| 4.1.5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 9.60 | 7,098.00 | 68,140.80 |
| 04. Concrete Work subtotal | 3,40,521.51 | ||||
| 05. Reinforced Cement Concrete | |||||
| 5.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 20.79 | 8,352.00 | 1,73,638.08 |
| 5.22.6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | kg | 4,250.00 | 104.95 | 4,46,037.50 |
| 05. Reinforced Cement Concrete subtotal | 6,19,675.58 | ||||
| 13. Finishing | |||||
| 13.1.1 | 1:4 (1 cement: 4 fine sand) | sqm | 612.40 | 337.70 | 2,06,807.48 |
| 13. Finishing subtotal | 2,06,807.48 | ||||
| Subhead | % Breakup | CI Amount (₹) |
|---|---|---|
| 02 Earthwork min | 3.6% | 43,040.74 |
| 04 Concrete Work | 28.1% | 3,40,521.51 |
| 05 Reinforced Cement Concrete max | 51.2% | 6,19,675.58 |
| 13 Finishing | 17.1% | 2,06,807.48 |
| Code | Resource Description | Unit | Rate (₹) | Quantity | Amount (₹) | Share |
|---|
| Material | ||||||
| 1005 | Twisted steel/ deformed TMT bars Fe-500D | quintal | 5,550.00 | 44.63 | 2,47,696.50 | |
| 0367 | Portland Cement (OPC-43 Grade) | tonne | 5,156.00 | 20.86 | 1,07,554.16 | |
| 0295 | Stone Aggregate (Single size) : 20 mm nominal size | cum | 1,425.00 | 36.72 | 52,326.00 | |
| 0982 | Coarse sand (zone III) | cum | 1,450.00 | 34.85 | 50,532.50 | |
| 0293 | Stone Aggregate (Single size) : 40 mm nominal size | cum | 1,400.00 | 19.44 | 27,216.00 | |
| 0297 | Stone Aggregate (Single size) : 10 mm nominal size | cum | 1,400.00 | 12.08 | 16,912.00 | |
| 0983 | Fine sand (zone IV) | cum | 980.00 | 9.80 | 9,604.00 | |
| Material subtotal | 5,11,841.16 | |||||
| Manpower | ||||||
| 0114 | Beldar | day | 736.00 | 214.60 | 1,57,945.60 | |
| 0101 | Bhisti | day | 816.00 | 58.40 | 47,654.40 | |
| 0123 | Mason 1st class | day | 897.00 | 44.10 | 39,557.70 | |
| 0155 | Mason (average) | day | 857.00 | 12.30 | 10,541.10 | |
| Manpower subtotal | 2,55,698.80 | |||||
| Machinery | ||||||
| 0002 | Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper | day | 900.00 | 5.36 | 4,824.00 | |
| 0012 | Vibrator (Needle type 40 mm) | day | 400.00 | 5.36 | 2,144.00 | |
| Machinery subtotal | 6,968.00 | |||||
Estimate Total
₹12,10,045.31
Cost Indexed Amount
Publication Margins
38.43%
(1.01 × 1.15 × 1.01 × 1.18) − 1
Project Margins
38.43% 35.42% Same ↓ −3.01%
(1.01 × 1.15 × 1.01 × 1.18) − 1 (1.01 × 1.125 × 1.01 × 1.18) − 1
| Sequence | Description | Publication Margin | Project Margin |
|---|---|---|---|
| 1 | Water Charges | 1.00 % | 1.00 % |
| 2 | CPOH | 15.00 % | 15.00 12.50 % |
| 3 | Labour Cess | 1.00 % | 1.00 % |
| 4 | GST | 18.00 % | 18.00 % |
| Select | Code | Description | Unit | Quantity | DSR Rate (₹) | Market rate (₹) | Variance |
|---|---|---|---|---|---|---|---|
| 01. Material | |||||||
| 1005 | Twisted steel/ deformed TMT bars Fe-500D | quintal | 44.63 | 5,550.00 | 5,550.00 5,725.00 | 0.0% ↑ 3.2% | |
| 0367 | Portland Cement (OPC-43 Grade) | tonne | 20.86 | 5,156.00 | 5,156.00 5,600.00 | 0.0% ↑ 8.6% | |
| 0295 | Stone Aggregate (Single size) : 20 mm nominal size | cum | 36.72 | 1,425.00 | 1,425.00 | 0.0% | |
| 0982 | Coarse sand (zone III) | cum | 34.85 | 1,450.00 | 1,450.00 1,650.00 | 0.0% ↑ 13.8% | |
| 0293 | Stone Aggregate (Single size) : 40 mm nominal size | cum | 19.44 | 1,400.00 | 1,400.00 1,500.00 | 0.0% ↑ 7.1% | |
| 0297 | Stone Aggregate (Single size) : 10 mm nominal size | cum | 12.08 | 1,400.00 | 1,400.00 1,500.00 | 0.0% ↑ 7.1% | |
| 0983 | Fine sand (zone IV) | cum | 9.80 | 980.00 | 980.00 1,100.00 | 0.0% ↑ 12.2% | |
| 02. Manpower | |||||||
| 0114 | Beldar | day | 214.60 | 736.00 | 736.00 780.00 | 0.0% ↑ 6.0% | |
| 0101 | Bhisti | day | 58.40 | 816.00 | 816.00 860.00 | 0.0% ↑ 5.4% | |
| 0123 | Mason 1st class | day | 44.10 | 897.00 | 897.00 950.00 | 0.0% ↑ 5.9% | |
| 0155 | Mason (average) | day | 12.30 | 857.00 | 857.00 910.00 | 0.0% ↑ 6.2% | |
| 03. Machinery | |||||||
| 0002 | Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper | day | 5.36 | 900.00 | 900.00 | 0.0% | |
| 0012 | Vibrator (Needle type 40 mm) | day | 5.36 | 400.00 | 400.00 450.00 | 0.0% ↑ 12.5% | |
| Code | Description | Unit | Quantity | Market Rate (₹) | Market Amount (₹) | ± Change (₹) | Percent variance |
|---|
| 02. Earthwork | |||||||
| 2.8.1 | All kinds of soil. | cum | 169.92 | 263.70 | 44,807.90 | 1,767.16 | ↑ 4.1% |
| 02. Earthwork Total | 44,807.90 | 1,767.16 | ↑ 4.1% | ||||
| 04. Concrete Work | |||||||
| 4.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 14.20 | 7,992.85 | 1,13,498.47 | 4,640.56 | ↑ 4.3% |
| 4.1.4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 21.60 | 7,903.60 | 1,70,717.76 | 7,194.96 | ↑ 4.4% |
| 4.1.5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 9.60 | 7,431.60 | 71,343.36 | 3,202.56 | ↑ 4.7% |
| 04. Concrete Work Total | 3,55,559.59 | 15,038.08 | ↑ 4.4% | ||||
| 05. Reinforced Cement Concrete | |||||||
| 5.1.3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 20.79 | 8,786.30 | 1,82,667.18 | 9,029.10 | ↑ 5.2% |
| 5.22.6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | kg | 4,250.00 | 105.90 | 4,50,075.00 | 4,037.50 | ↑ 0.9% |
| 05. Reinforced Cement Concrete Total | 6,32,742.18 | 13,066.60 | ↑ 2.1% | ||||
| 13. Finishing | |||||||
| 13.1.1 | 1:4 (1 cement: 4 fine sand) | sqm | 612.40 | 349.85 | 2,14,248.14 | 7,440.66 | ↑ 3.6% |
| 13. Finishing Total | 2,14,248.14 | 7,440.66 | ↑ 3.6% | ||||
| 7 items
Justified Cost is 3.08% Above ECPT
Grand Total | 12,47,357.81 | 37,312.50 | ↑ 3.1% | ||||
| Code | Description | Unit | Quantity | Rate (₹) | Amount (₹) | Notation |
|---|
| Details of cost for 1 cum. | ||||||
| MATERIAL | ||||||
| 0295 | Stone Aggregate (Single size) : 20 mm nominal size | cum | 0.67 | 1,425.00 | 954.75 | |
| 0297 | Stone Aggregate (Single size) : 10 mm nominal size | cum | 0.22 | 1,500.00 | 330.00 | |
| 2202 | Carriage of Stone aggregate below 40 mm nominal size | cum | 0.89 | 0.00 | 0.00 | |
| 0982 | Coarse sand (zone III) | cum | 0.4450 | 1,650.00 | 734.25 | |
| 2203 | Carriage of Coarse sand | cum | 0.4450 | 0.00 | 0.00 | |
| 0367 | Portland Cement (0.2225 cum) | tonne | 0.32 | 5,600.00 | 1,792.00 | |
| 2209 | Carriage of Cement | tonne | 0.32 | 0.00 | 0.00 | |
| LABOUR | ||||||
| 0155 | Mason (average) | day | 0.10 | 910.00 | 91.00 | |
| 0114 | Beldar | day | 1.63 | 780.00 | 1,271.40 | |
| 0101 | Bhisti | day | 0.70 | 860.00 | 602.00 | |
| 0002 | Hire charges of Concrete Mixer 0.25 to 0.40 cum with hooper | day | 0.07 | 900.00 | 63.00 | |
| 0012 | Vibrator(Needle type 40mm) | day | 0.07 | 450.00 | 31.50 | |
| 9999 | Sundries | L.S. | 14.30 | 2.27 | 32.46 | |
| TOTAL | 5,902.36 | W | ||||
| Add 1% Water charges on "W" | 59.02 | |||||
| TOTAL | 5,961.38 | X | ||||
| Add 12.5% CPOH on "X" | 745.17 | |||||
| TOTAL | 6,706.55 | Y | ||||
| Add 1% Labour Cess on "Y" | 67.07 | |||||
| TOTAL | 6,773.62 | Z | ||||
| Add 18% GST on "Z" | 1,219.25 | |||||
| Cost of 1 cum. | 7,992.87 |
| Say | ₹ 7,992.85 |
Construction of G+3 residential quarters
Rate books
Central Public Works Department
Delhi Schedule of Rates (DSR) with its Delhi Analysis of Rates (DAR), in both GST methodologies.
DSR + DAR
DSR + DAR
Ahead of CPWD's own schedule CPWD's OM dated 08-Aug-2024 corrected how GST enters rate analysis. The published DSR-2023 still carries the old calculation. Costimator already runs the corrected one, and keeps the old one for projects that need it.
Indian Railways
Unified Standard Schedule of Rates (USSOR) with its Analysis of Rates (AoR).
Unified Standard Schedule of Rates
USSOR + AoR
Working from a different schedule of rates? Tell us which one at support@costimator.in , and we'll look at bringing it into Costimator.
Every step of an estimate and its justification, done the manual way and done in Costimator, side by side.
Scroll ↓
Estimation
Six steps, from the rate book to the resources the job will need.
Up to date Schedules · Problem · Manual method
A DSR 2023 table where Correction Slip 01 changes item 6.44 from 59.45 to 60.85 and resource 0006 from 9,750.00 to 250.00.
Source: Correction Slip No. 01, 10/11/2023, to DSR 2023.
Up to date Schedules · Solution · Costimator method
Costimator search showing item 6.44 at the corrected 60.85 and resource 0006 at the corrected 250.00.
Finding Correct Items · Problem · Manual method
A PDF search for “piling” finds four results and misses the pile items; a search for “pile” returns 166 matches over 19 pages, most of them unrelated.
Finding Correct Items · Solution · Costimator method
A Costimator search for “piling” lists 23 matching items by subhead, then opens the full rate analysis of 20.1.1, ending at ₹2,692.40 per metre.
Adding Items to Estimate · Problem · Manual method
Pile items typed into Excel with a dropped digit, a wrong unit and swapped rate digits, so the total is 9,82,969.00 instead of 9,50,569.00.
Adding Items to Estimate · Solution · Costimator method
In Costimator, items are picked from Earthwork, Concrete Work and Pile Work using the subhead dropdown and collect in a tray, with nothing typed.
Adding Detailed Measurements · Problem · Manual method
In Excel, a lift pit row added below the SUM range is left out, so the linked quantity for 2.8.1 stays at 60.48 instead of 65.28.
Adding Detailed Measurements · Solution · Costimator method
In Costimator, quantities are typed directly, and item 2.8.1 is measured in its own measurement window, deduction included, giving 63.66 cum.
Estimate Insights & Analytics · Problem · Manual method
A 300-row Excel estimate scrolls to a single total of 4,87,00,035.63; the only summary Excel offers is a count and a sum.
Estimate Insights & Analytics · Solution · Costimator method
Costimator breaks the same ₹4.87 crore estimate down by subhead in a donut chart, led by Reinforced Cement Concrete at 26.9%, and lists the top items.
Resource Planning · Problem · Manual method
In Excel, cement is worked out item by item from each rate analysis to 16.21 tonnes, leaving 28 other resource columns empty.
Resource Planning · Solution · Costimator method
Costimator’s resource takeoff totals material, manpower and machinery, and shows that cement’s 16.21 tonnes come from five items.
Justification
Five steps, from market rates to a justification you can defend line by line.
Approximations made in good faith can still lead to audit observations and vigilance inquiries.
Adjusting CPOH, GST & Cess · Problem · Manual method
An Excel workbook with one rate analysis per item, where CPOH is retyped from 15% to 12.5% on each sheet; sheet 4.1.8 gets 1.25% by mistake, and on sheet 20.1.2 the rate is a typed number with no formula, so it never recalculates.
Adjusting CPOH, GST & Cess · Solution · Costimator method
In Costimator, CPOH is changed once to 12.5% under Adjust Margins, the project margins fall from 38.43% to 35.42%, and the Analysis of Rates shows every item rebuilt with 12.5% CPOH.
Updating Market Rates · Problem · Manual method
Cement is retyped at 5,600 in item 4.1.8, but in item 20.1.1 the cement sits one level down, inside sub-item 5.33.1.1, so a search on the sheet finds nothing and the item's rate stays wrong.
Updating Market Rates · Solution · Costimator method
Costimator's market rates list shows cement used by items 4.1.8 and 5.33.1.1; cement, coarse sand and Beldar are each entered once, and every analysis uses them.
Reusing Market Rates · Problem · Manual method
Old rate files are opened one by one, two of them disagree on cement (5,450 against 5,600), and each rate is then retyped into the new workbook by hand.
Reusing Market Rates · Solution · Costimator method
A saved rate library, "Pile works — Q3 2026", is previewed and applied, and 18 market rates fill the matching rows, each marked as applied from the library.
Justification Statements · Problem · Manual method
A justification statement typed into Excel, where the Earthwork total misses item 2.8.1, so the total reads 10,99,313.38 instead of 11,16,100.52; a cement rate change then leaves every market figure out of date.
Justification Statements · Solution · Costimator method
Costimator's Justification Statement totals ₹11,16,100.52, 3.28% above ECPT; the rate variance reports and the breakup by subheads open from the reports list, and the statement downloads as an Excel file.
Revised Analysis of Every Item · Problem · Manual method
Three linked analyses in Excel, worked from the bottom level up; the sub-item's rate of 16,071.30 is typed into the main item as 16,017.30, so its rate comes out at 4,705.50 instead of 4,705.95.
Revised Analysis of Every Item · Solution · Costimator method
Costimator's Analysis of Rates at market rates shows all three levels: 4.1.2 at ₹8,402.65 is carried into 5.19, and 5.19 at ₹16,071.30 into 20.5.2, which comes to ₹4,705.95 per metre.
Reports
Check it on screen, then download it as a formatted Excel file.
Every item with its quantity, rate and amount.
The Nos × L × B × H behind every quantity.
Cost of each subhead and its share of the total, with a chart.
The few items that carry most of the cost.
Material, manpower and machinery totals for the whole work.
Market amount against the estimate, line by line.
The full rate build-up, down to every sub-item.
Each resource, schedule against market, marked ↑ or ↓.
Each schedule item, its rate against the market rate.
Speed
Bring in your BOQ, find any item, and change anything later.
Excel, CSV or PDF. Each line is matched to the schedule for you to review.
Non-Scheduled Items
Add your own resources, build the item with a full rate analysis, and pick it like any schedule item.
Precast kerb stone, 300 × 150 mm
Kerb laying with precast stone · per metre
| Precast kerb stone | 3.33 × 185.00 | 616.05 |
| Beldar | 0.10 × 736.00 | 73.60 |
| Mason | 0.05 × 1,050.00 | 52.50 |
| Water charges 1% · CPOH 15% | 119.86 | |
| Say (per metre) | 862.00 | |
Select Items
Works where you work
Chrome, Safari, Firefox or Edge.
Desktop, tablet or phone.
Open the site, sign in, work.
No USB keys or licence files.
Who it’s for
Prepares the estimate and justifies the rates.
Prepares estimates for clients and checks the rates.
Prices the bid against the department’s schedule.
The founder
I spent years preparing estimates as an Executive Engineer at CPWD, and built a tool for my own work that colleagues started using. In 2025 I left the Indian Engineering Services to build Costimator full-time.
Kushal Singh
Founder, Costimator
Ex-IES Officer (2014 batch) · Ex-CPWD, MoHUA
Questions
14 days of Costimator on one publication you choose when you start, with estimation, justification, Non-SOR items and every report. The trial allows up to 3 projects of 20 items each, 3 Non-SOR items and one rate library. No card is needed, so nothing is charged when the trial ends. Compare the plans →
CPWD DSR-2023 (Civil) with its DAR, under both the new GST methodology in CPWD’s OM dated 08-08-2024 and the earlier one; and Railways USSOR-2021 (Civil) with its analysis of rates. Working from a different schedule? Tell us which one .
Every rate is built from the schedule’s own analysis data (its resources, sub-items and margins), with the full working shown, so you can check any rate against the book. The calculations were checked by hand to the paisa.
When a new edition, correction slip or methodology OM is published for a rate book we carry, we add it. You don’t track the changes yourself.
Yes. Upload your BOQ as Excel (.xlsx), CSV or a digital PDF, map its code, description and quantity columns, review the matches, and Costimator creates the project. It works on the trial too, within its limits. Scanned PDFs aren’t supported.
Yes. Build a Non-SOR item with its own analysis from the publication’s resources, other SoR items or custom resources, and add it to any estimate.
On paid plans, share project templates, Non-SOR items and rate libraries: on the Marketplace, with specific people (up to 20, by email), or to your organisation’s Team Library on Teams. Each person gets their own copy. See how sharing works .
No. Open the site, sign in and work in any browser on Windows, Mac or Linux. No USB keys or licence files. Every report downloads as Excel.
Yes. Central and state departments, PSUs and autonomous bodies can buy on a PO. Send the PO with the plan details and we activate the subscription. For a department-wide licence, contact us first.
Have other questions? Get in touch
14 days free on the rate book you work with. No card needed.