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2 products for government construction work

Both are built for contractors and engineers working on government projects, and both are open now.

RA Bill builder

What do I bill?

Make an RA Bill from DSR rates and download the department format excel with live formulas in it.

10,655DSR items

604cement figures

Open ContractBill

ContractBillBill

priced onDSR 2023CPWD / DUSIB

Calculation

Factor1Correction appliesOn the totalCost index %0Quoted %0Above or belowbelow

ScheduleMeasurementsAbstractCementDeviationRecoveryPart rate

DSR 20238 items

S.No	Ref	Description	Unit	Qty	Rate	Amount
1	2.8.1	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.	cum	142.50	260.30	37,092.75
2	2.25	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.	cum	96.00	196.00	18,816.00
3	4.1.8	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	cum	21.40	6,812.00	1,45,776.80
4	4.1.3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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	18.75	7,878.50	1,47,721.88
5	6.1.1	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)	cum	64.20	7,370.65	4,73,195.73
6	6.4.1	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)	cum	88.60	9,344.35	8,27,909.41
7	13.4.1	12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)	sqm	620.00	357.35	2,21,557.00
8	5.22.6	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.	kg	1,250.00	107.85	1,34,812.50

Scheduled

Total Amount (Rs.)	20,06,882.07
Applying correction of 1	20,06,882.07
Applying cost index of 0%	0.00
Corrected DSR Total (Rs.)	20,06,882.07
MKT / Recovery subtotal	0.00
Total (Rs.)	20,06,882.07
Less @ 0% below as per Contractor quoted rate	0.00
Work Outlay (Rs.)	20,06,882

ContractBillBill

priced onDSR 2023CPWD / DUSIB

Calculation

Factor1Correction appliesOn the totalCost index %0Quoted %0Above or belowbelow

ScheduleMeasurementsAbstractCementDeviationRecoveryPart rate

For a deduction, put a minus sign in Nos. That row will be subtracted, the same as a less line on the department's own measurement sheet.

Item 1. Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (cum)Add row

Label	Nos	Length	Width	Height	Qty
Front wall trench	1	60.00	0.95	1.50	85.50
Side wall trenches	2	20.00	0.95	1.50	57.00
Total					142.50

Item 2. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. (cum)Add row

Label	Nos	Length	Width	Height	Qty
Front wall trench	1	60.00	0.80	1.20	57.60
Side wall trenches	2	20.00	0.80	1.20	38.40
Total					96.00

Item 3. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (cum)Add row

Label	Nos	Length	Width	Height	Qty
Under the wall	1	100.00	0.95	0.20	19.00
Under the gate pillars	4	1.50	1.00	0.40	2.40
Total					21.40

Item 4. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)Add row

Label	Nos	Length	Width	Height	Qty
Drain bed	1	100.00	0.75	0.15	11.25
Drain sides	2	100.00	0.15	0.25	7.50
Total					18.75

Item 5. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (cum)Add row

Label	Nos	Length	Width	Height	Qty
Front wall	1	60.00	0.35	1.80	37.80
Side walls	2	20.00	0.35	1.80	25.20
Gate pillars	4	0.50	0.50	1.20	1.20
Total					64.20

Item 6. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (cum)Add row

Label	Nos	Length	Width	Height	Qty
Front wall	1	60.00	0.23	3.80	52.44
Side walls	2	20.00	0.23	3.80	34.96
Gate pillars	4	0.50	0.50	1.20	1.20
Total					88.60

Item 7. 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (sqm)Add row

Label	Nos	Length	Height	Qty
Inner face	1	100.00	3.80	380.00
Outer face	1	100.00	2.40	240.00
Total				620.00

Item 8. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (kg)Add row

Label	Nos	Factor	Length	Qty
12 mm bars	110	0.888	10.50	1,025.64
8 mm bars	71	0.395	8.00	224.36
Total				1,250.00

ContractBillBill

priced onDSR 2023CPWD / DUSIB

Calculation

Factor1Correction appliesOn the totalCost index %0Quoted %0Above or belowbelow

ScheduleMeasurementsAbstractCementDeviationRecoveryPart rate

Abstract

S.No	Description	Qty	Unit	Rate	Amount	From
1	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.	142.50	cum	260.30	37,092.75	measured
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.	96.00	cum	196.00	18,816.00	measured
3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	21.40	cum	6,812.00	1,45,776.80	measured
4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)	18.75	cum	7,878.50	1,47,721.88	measured
5	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)	64.20	cum	7,370.65	4,73,195.73	measured
6	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)	88.60	cum	9,344.35	8,27,909.41	measured
7	12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)	620.00	sqm	357.35	2,21,557.00	measured
8	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.	1,250.00	kg	107.85	1,34,812.50	measured

Measured

Total Amount (Rs.)	20,06,882.07
Applying correction of 1	20,06,882.07
Applying cost index of 0%	0.00
Corrected DSR Total (Rs.)	20,06,882.07
MKT / Recovery subtotal	0.00
Total (Rs.)	20,06,882.07
Less @ 0% below as per Contractor quoted rate	0.00
Work Outlay (Rs.)	20,06,882

ContractBillBill

priced onDSR 2023CPWD / DUSIB

Calculation

Factor1Correction appliesOn the totalCost index %0Quoted %0Above or belowbelow

ScheduleMeasurementsAbstractCementDeviationRecoveryPart rate

Cement (5)Keep full description

S.No	DSR ref	Description	Quantity	Unit	Coeff	Source	Cement (Qtl)
3	4.1.8	1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) Vol 2, p.308	21.40	cum	1.7	DSR book	36.38
4	4.1.3	1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Vol 2, p.308	18.75	cum	3.2	DSR book	60.00
5	6.1.1	Cement mortar 1:4 (1 cement : 4 coarse sand) Vol 2, p.330	64.20	cum	0.95	DSR book	60.99
6	6.4.1	Cement mortar 1:4 (1 cement : 4 coarse sand) Vol 2, p.330	88.60	cum	0.95	DSR book	84.17
7	13.4.1	1:4 (1 cement : 4 coarse sand) Vol 2, p.350	620.00	sqm	0.0547 book 5.47 per 100 sqm	DSR book	33.91
Total cement (Quintals)							275.45

Total

Quintals	275.45
Metric tonnes	27.54
Bags of 50 kg	551

1
Send the Schedule of Work
Upload a photo or a scan and the AI reads the lines, so nobody has to type them again.
2
Rates come from the DSR
Every item takes its description, unit and rate from the DSR in our database. What cannot be matched is marked for you to check.
3
Download the bill
Schedule of Work, Measurement, Abstract and Cement Statement come out together, as the department format excel.

A real bill a Delhi department passed says 16,43,636. Our software says 16,43,636.

DAR 2023 rate analysis

Why is it that rate?

See how a DSR rate is built from material, labour and carriage, and change a basic rate to see the new rate.

2,964rate analyses

2,576basic rates

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Search/Sub head 13/13.1.1

12 mm cement plaster of mix :

13.1.11:4 (1 cement: 4 fine sand)

Matches DSR 2023Vol 2, page 985Opened free

Rate per sqm

347.05

Change any rate below and the calculation updates automatically. The rate printed in the book is shown alongside it.

Download as excel

Change a rate wherever it is usedThis item uses 8 rates. Change one here and it updates in the items that use it below.

0101Bhistiper day816.00

0114Beldarper day736.00

0115Coolieper day736.00

0155Mason (average)per day857.00

0367Portland Cement (OPC-43 Grade)per tonne5156.00

0983Fine sand (zone IV)per cum980.00

2209Carriage of Cementper tonne0.00

2261Carriage of Fine sand (1 part of badarpur sand: 2 parts jamuna sand)per cum0.00

Detail of cost for 10.00 sqmEnter your rate in any yellow box

Code	Description	Unit	Quantity	Rate	Amount
	Detail of cost for 10 sqm
MATERIAL
	Cement mortar 1 : 4 (1 cement : 4 fine
	sand)
› 3.4	Rate as per Item Number 3.4 of SH: Mortarsbuilt from another item	cum	0.144	3,708.80	534.07
LABOUR
0155	Mason (average)	day	0.67	857.00	574.19
0115	Coolie	day	0.75	736.00	552.00
0101	Bhisti	day	0.92	816.00	750.72
9999	Scaffolding and sundries	L.S.	12.61	2.27	28.62
Total					2,439.60

1
Search an item
Find a DSR item and open its rate analysis from the DAR 2023.
2
See how the rate is built
Every quantity and rate of material, labour and carriage, and each additional charge with the amount it is worked out on.
3
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Our software recalculates all 2,964 analyses, and 2,956 match the published rate.

Which one do I need?

They answer 2 different questions, and you can use both.

What	ContractBill	RateAnalyser
The question	What do I bill?	Why is it that rate?
You give	The Schedule of Work and your measurements	The item you want to look at
You get	The RA Bill as the department format excel	How the rate is built, and the new rate when a basic rate changes
Rate book	DSR 2023 and DSR 2016	DAR 2023

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2 products for government construction work

What do I bill?

Send the Schedule of Work

Rates come from the DSR

Download the bill

Why is it that rate?

Search an item

See how the rate is built

Change a rate

Which one do I need?

ContractBill and RateAnalyser are open now