KANHAR NAHAR PARIYOJANA KHAND -6 MIRZAPUR

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF PIPE CULVERT AT KM. 0.875 OF

MAJHAULI MINOR

ABSRACT OF COST

SL No NAME OF ITEMS UNIT QUANTITY RATE AMOUNT

1 2 3 4 5 6
Site Clearence for constructing stream including
all leads and lifts, labour charges, T& P etc.
required for proper completion of work and its
1 disposal as per direction of Engineer-in-charge. sqm 160.00 3.40 544.00

Earth work in excavation of foundation in all types

of soil including all leads and lifts, labour charges,
T& P etc. required for proper completion of
2 work and its disposal as per direction of cum 795.386 202.50 161065.66
Engineer-in- charge.

Laying C.C. 1:2:4 (M–15) in raft with cement,

coarse sand of F.M. not less than 2.00 and
hard stone ballast as obtained from the
excavation of foundation including cost of all
3 material, labour, T&P etc. required for proper cum 81.153 6405.73 519844.21
completion of work.

Centering & shuttering for C.C. work in

different parts of structure as below including
4 cost of all materials, labour, T&P etc. required sqm 171.13 225.00 38504.25
for proper completion of work.

5 Carriage, Cutting, Bending, Binding and placing

steel for reinforcement with cost of binding wire
including cost of all materials, labour, T&P
etc. required for proper completion of work. MT 0.445 70372.67 70373.12

6 Providing and fixing 1200mm. Dia NP-2 Pipe

including cost of all materials, labours, T&P
etc, required for proper completion of work. RM 20.00 2518.00 50360.00

7 Providing and fixing PVC Pipe 100mm in drainage RM

spout & weep hole including cost of all
materials, labours, T&P etc, required for proper 13.10 456.00 5973.60
completion of work.

8 Supplying and laying Local sand on Top of pipe cum

including cost of all materials, labour, T&P etc.
required for proper completion of work. 195.230 1017.29 198605.53
9 Dewatering by 5 H.P. Diesel pump of foundation Hours
including cost of dewatering equipment, and its
accessories, required material, labour etc. 300.00 175.00 52500.00

10 Providing /Arrangement of Supervisor for super

vision of site including cost of all labour & T&P
etc required for proper completion of work. Mday 60 399.00 23940.00

11 Providing /Arrangement of Beldar for super Mday 60 346.50 20790.00

vision and helping of supervisor including cost of
all labour & T&P etc
required for proper completion of work.
12 Testing of material and cubes for quality control purpose
by third party including cost Job 1.00 15000 15000.00
of carriage fees etc.
TOTAL AMOUNT Rs 1118447.57
Add 18% G.S.T 201320.56
Add 1% contingency 11184.48
Total Rs. 2275947.93
GRAND TOTAL 1330952.61
SAY IN LACS 13.31
J.E A.E
0.00 3.40

0.00 202.5

0.00

6405.73
0.00

225
0.00

70372.67
0.00

2518
0.00

456
0.00

1017.29
0.00

175
0.00

399
0.00

346.5
0.00

15000

11184.4757
1330952.61
 KANHAR NAHAR PARIYOJANA KHAND -6 MIRZAPUR
NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF PIPE CULVERT AT KM. 0.875 OF
MAJHAULI MINOR

BILL OF QUANTITY
SL. NO. Description Length width Height Quantity Unit

1 Site Clearence for constructing stream including all

leads and lifts, labour charges, T& P etc. required
for proper completion of work and its disposal as per
direction of Engineer-in-charge.

1 x 1 16.00 10.00 160.00 sqm

TOTAL 160.00 sqm

2 Earth work in excavation of foundation in all

types of soil including all leads and lifts, labour
charges, T& P etc. required for proper
completion of work and its disposal as per direction
of Engineer-in-charge.

I) D/S & U/S 1 x 1 16.000 8.018 6.200 795.39 cum

Total 795.386 cum

3 Laying C.C. 1:2:4 (M–15) in raft with cement,

coarse sand of F.M. not less than 2.00 and hard stone
ballast as obtained from the excavation of foundation
including cost of all material, labour, T&P etc.
required for proper completion of work.

Abutment foundation 2 x 1 3.470 4.200 0.300 8.744 cum

Abutment up to Top 2 x 1 (3.17+.30)/ 4.200 4.945 72.068 cum
2
Abutment straight portion 2 X 1 0.300 4.200 0.500 1.260 cum
Deduction of pipe encasing -2 x 1 1.740 1.090 1.090 -2.173 cum
Pipe encasing 1 x 1 1.090 19.380 1.090 23.025 cum
Deduction of pipe -1 x 1 3.14x0.60x0.60x19.38 -21.907 cum
Rcc piller guard at road level 2 x 3 0.75 0.20 0.15 0.135 cum

Total 81.153 cum

Total 81.153 cum

4 Centering & shuttering for C.C. work in

different parts of structure as below including cost
of all materials, labour, T&P etc. required for
proper completion of work.

Abutment D/S & U/S

pcc levelling base 2 x 2 3.47 0.30 4.16 sqm
Inclined face 1 x 2 5.72 4.20 48.05 sqm
vertical face 1 x 2 4.92 4.20 41.33 sqm
side face 2 x 2 (3.17+0.30)/2 4.92 34.14 sqm

2 x 2 0.30 0.50 0.60 sqm

Pipe encasing 2 x 1 19.38 1.09 42.25 sqm

Rcc piller guard above to GL 1 x 4 0.20 0.75 0.60 sqm

Total 171.13 sqm

5 Carriage, Cutting, Bending, Binding and placing steel
for reinforcement with cost of binding wire
including cost of all materials, labour, T&P etc.
required for proper completion of work.

Abutment D/S & U/S

Vertical face
vertical bar 10 mm dia 2 x 18 4.92 177.12 R.M
Transverse bar 10 mm dia 2 x 20 4.10 164.00 R.M
Inclined face

vertical bar 10 mm dia 2 x 18 5.72 205.92 R.M

Transverse bar 10 mm dia 2 x 20 4.10 164.00 R.M
Rcc piller guard 2 x 6 0.75 9.00 R.M
Total 720.04 R.M
total weight of 10 mm dia @0.618kg/m=720.04x0.618= 444.98 KG
Total 0.445 MT
6 Providing and fixing 600mm. Dia NP-2 Pipe
including cost of all materials, labours, T&P etc,
required for proper completion of work.

1 x 8 2.50 20.00 RM
Total 20.00 RM
7 Providing and fixing PVC Pipe 100mm in
drainage spout & weep hole including cost of all
materials, labours, T&P etc, required for proper
completion of work.

2 x 5 1.310 13.100 RM
Total 13.100 RM
8 Supplying and laying Local sand on Top of pipe
including cost of all materials, labour, T&P etc.
required for proper completion of work.

Below pipe 1 x 1 4.20 19.38 1.95 158.72 cum

above pipe encasing 1 x 1 3.14 19.38 0.6 36.51 cum
Total 195.23 cum
9 Dewatering by 5 H.P. Diesel pump of foundation
including cost of dewatering equipment, and its
accessories, required material, labour etc.

300.00 Hours
Total 300.00 Hours

10 Providing /Arrangement of Supervisor for

super vision of site including cost of all labour & T&P
etc required for proper completion of work.

1 x 60 60.00 day
Total 60.00 day
11 Providing /Arrangement of Beldar for super vision
and helping of supervisor including cost of all labour
& T&P etc required for proper
completion of work.

1 x 60 60.00 day
Total 60.00 day

12 Testing of material and cubes for quality control

purpose by third party including cost of carriage fees
etc.

1 x 1 1.00 Job
Total 1.00 Job
J.E AE
 KANHAR NAHAR PARIYOJANA KHAND -6 MIRZAPUR
NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF PIPE CULVERT AT KM. 0.875 OF
MAJHAULI MINOR

Analysis of rate
PART - A
SL.N. DESCRIPTION AMOUNT UNIT
1 cement per bag
(i) cost of cement as per issued rate @Rs 425.00/bag 425.00 bag
(ii) carriage charges from store to work site
Total distance at amwar store = 9.00 km (9P+1K)
as per sor chapter ll/1(a) up to 1st km =Rs 130.00/km 130.00
2nd to 5th km @Rs 13.00/km =13.00x4 52.00
6th to 10th km @Rs 11.00/km=11.00x5 55.00
Extra for 27th km kachcha (11.00x33.33%) 3.67
Total Rs. 240.67
For one bag= 240.67/20 12.03 bag
Total Rs. 437.03 bag
Say Rs. 437.03 bag

2 Coarse sand per cum

(i) Cost of 1.0 cum collection of coarse sand at quarry i/c royality, trade Rs. 1067.00 cum
tax ,screening work and stacking at quarry site i/c contractor profit but excluding
cost of toll tax as per sor
chapter lll/5(ii)
(ii) add 2.5% extra for wastage during carriage as per sor Rs. 26.68 cum
chapter lll/note (a)@Rs 1067.00=1.067.0x2.5/100
(iii) Carriage from piperdih quarry to work site ,carriage by power
transport as per sor chapter ll/1
Total distance = 1km(k)+23(p)+1km(k)=25.00 km
1st km @ Rs 130.00 /MT 130.00
20.00
extra 50% for 1st km River bed @Rs (130.00-90.00)x0.50

2nd to 5th km @Rs 13.00/km=13.00x4=52.00 52.00

6th to 25 km @Rs 11.00/km=11.00x20=99.00 220.00
extra 33.33% for 14th km kachcha road @Rs 11.00x0.3333 3.67
Total Rs. 425.67 cum
hence per cum =425.67/0.64 Rs. 665.10 cum
Total Rs. 1758.78 cum
Say Rs. 1758.78 cum
3 Stone grit of size 4.75mm to 10.00 mm. per cum
Cost of 1.0 cum crushed hard stone grit at crusher i/c royality, trade tax ,forest
(i) tax and contractor profit but Rs. 1150.00 cum
excluding cost of toll tax as per sor chapter lll/13(iii)
(ii) add 2.5% extra for wastage during carriage as per sor Rs. 28.75 cum
chapter lll/note (a)@Rs 2125.00=2125.00x2.5/100
(iii) Carriage charges from Dala quarry to work site ,carriage by
power transport as per sor chapter ll/1
Total distance = 1km(k)+56km(p)+1km(k)=58.00 km
1st km @ Rs 130.00 /MT 130.00
extra 33.33% for 1st km kachcha road @Rs (130.00- 13.33
90.00)x0.3333
2nd to 5th km @Rs 13.00/km=13.00x4=52.00 52.00
6th to 30 km @Rs 11.00/km=11.00x25=275.00 275.00
31th to 70 km @Rs 7.50/km=7.50x28=210.00 210.00
 2.50
extra 33.33% for 70th km kachcha road @Rs 7.5x0.3333

Total Rs. 682.83

hence per cum =682.83/0.71 961.73 cum
Total Rs. 2140.48 cum
Say Rs. 2140.48 cum

4 Stone grit of size 10.00mm to 20.00 mm. per cum

(i) Cost of 1.0 cum crushed hard stone grit at crusher i/c royality, trade tax ,forest Rs. 2125.00 cum
tax and contractor profit but excluding cost of toll tax as per sor chapter
lll/13(i)&(ii)@Rs(2150+2100)/2=2125.00/cum

(ii) add 2.5% extra for wastage during carriage as per sor Rs. 53.13 cum
chapter lll/note (a)@Rs 2125.00=2125.00x2.5/100
(iii) Carriage charges from Dala quarry to work site ,carriage by
power transport as per sor chapter ll/1
Total distance = 1km(k)+56km(p)+1km(k)=58.00 km
1st km @ Rs 130.00 /MT 130.00
extra 33.33% for 1st km kachcha road @Rs (130.00- 13.33
90.00)x0.3333
2nd to 5th km @Rs 13.00/km=13.00x4=52.00 52.00
6th to 30 km @Rs 11.00/km=11.00x25=275.00 275.00
31th to 70 km @Rs 7.50/km=7.50x28=210.00 210.00
2.50
extra 33.33% for 70th km kachcha road @Rs 7.5x0.3333

Total Rs. 682.83

hence per cum =682.83/0.71 961.73 cum
Total Rs. 3139.86 cum
Say Rs. 3139.86 cum

5 Local sand
(i) Cost of 1.0 cum collection of local sand at quarry i/c royality, trade Rs. 450.00 cum
tax ,screening work and stacking at quarry site i/c contractor profit but excluding
cost of toll tax as per sor
chapter lll/5(i)
(ii) add 2.5% extra for wastage during carriage as per sor Rs. 11.25 cum
chapter lll/note (a)@Rs 450.00=450x2.5/100
(iii) Carriage from piperdih quarry to work site ,carriage by power
transport as per sor chapter ll/1
Total distance = 1km(k)+12(p)+1km(k)=14.00 km
1st km @ Rs 130.00 /MT 130.00
20.00
extra 50% for 1st km River bed @Rs (130.00-90.00)x0.50

2nd to 5th km @Rs 13.00/km=13.00x4=52.00 52.00

6th to 14 km @Rs 11.00/km=11.00x9=99.00 99.00
extra 33.33% for 14th km kachcha road @Rs 11.00x0.3333 3.67
Total Rs. 304.67 cum
hence per cum =304.67/0.64 Rs. 476.04 cum
Total Rs. 937.29 cum
Say Rs. 937.29 cum
 6 stone ballast od size 20.00mm to 40.00 mm per cum
(i) Cost of 1.0 cum crushed hard stone ballast at crusher i/c royality, trade Rs. 1410.00 cum
tax ,forest tax and contractor profit but excluding cost of toll tax as per sor
chapter
lll/13(iv)@Rs1410.00/cum
(ii) add 1.0% extra for wastage during carriage as per sor Rs. 14.10 cum
chapter lll/note (b)@Rs 1410.00=1410.00x1.0/100
(iii) Carriage charges from Dala quarry to work site ,carriage by
power transport as per sor chapter ll/1
Total distance = 1km(k)+56km(p)+1km(k)=58.00 km
1st km @ Rs 130.00 /MT 130.00
extra 33.33% for 1st km kachcha road @Rs (130.00- 13.33
90.00)x0.3333
2nd to 5th km @Rs 13.00/km=13.00x4=52.00 52.00
6th to 30 km @Rs 11.00/km=11.00x25=275.00 275.00
31th to 70 km @Rs 7.50/km=7.50x28=210.00 210.00
2.50
extra 33.33% for 70th km kachcha road @Rs 7.5x0.3333

Total Rs. 682.83

hence per cum =682.83/0.71 961.73
Total Rs. 2385.83 cum
Say Rs. 2385.83 cum

7 Hard Stone Boulder From Dala to work site / Cum.

1 cum. Cost of Hard Stone Boulder 25 to 60 Kg. Weight at quarry
(i) As per S.O.R. Ch.III item no. 11 (vii) Rs.
600.00
(ii) Carriage charges from Dala quarry to work site ,carriage by
power transport as per sor chapter ll/1
Total distance = 1km(k)+56km(p)+1km(k)=58.00 km
1st km @ Rs 130.00 /MT 130.00
extra 33.33% for 1st km kachcha road @Rs (130.00- 13.33
90.00)x0.3333
2nd to 5th km @Rs 13.00/km=13.00x4=52.00 52.00
6th to 30 km @Rs 11.00/km=11.00x25=275.00 275.00
31th to 70 km @Rs 7.50/km=7.50x28=210.00 210.00
2.50
extra 33.33% for 70th km kachcha road @Rs 7.5x0.3333

Total Rs. 682.83

hence per cum =682.83/0.71 961.73
Total Rs. 1561.73 cum
Say Rs. 1561.73 cum

8 Supply of Reinforcement (steel) at work site /MT .

(i) cost of 1 MT. Reinforcement (steel) at work site /MT Stock Rs. 57400 MT
issued rate @Rs 57400.00/ MT.
(ii) carriage charges from store to work site by tractor trolly etc.
Total distance at amwar store = 27.00 km (26P+1K)
as per sor chapter ll/2(a) up to 1st km =Rs 130.00/km 130.00
2nd to 5th km @Rs 13.00/km=13.00x4 52.00
6th to 27th km @Rs 11.00/km=11.00x22 242.00
Extra for 27th km kachcha (11.00x33.33%) 3.67
Total Rs. 427.67 427.67 MT
Total Rs. 57827.67 MT
Say Rs. 57827.67 MT
 KANHAR NAHAR PARIYOJANA KHAND -6 MIRZAPUR
NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF PIPE CULVERT AT KM. 0.875 OF
MAJHAULI MINOR

Analysis of rate
PART - B
SL.N. QTY UNIT DESCRIPTION RATE AMOUNT
Site Clearence for constructing stream
including all leads and lifts, labour charges, T& P etc.
required for proper completion of work and its disposal as
per direction of Engineer-in-charge.

1
1 Sqm as per SOR CH. IV/11@Rs. 3.40/sqm 3.40 3.40 sqm
Total Rs. 3.40 sqm
Say 3.40 sqm
Earth work in excavation of foundation in all types of soil
including all leads and lifts, labour charges, T& P etc.
required for proper completion of work and its disposal as
per direction of Engineer-in-charge.

2
a earth=70%
soft rock =20%
Hard rock =10%
i 0.7 cum Earth work in excavation of foundation as per 95.00 66.50
sor ch v/1a
ii 0.2 cum excavating soft rock not required blasting sor 355.00 71.00
ch vi/3
iii 0.1 cum excavating granite or quqrtizite rock by 650.00 65.00
blasting sor ch vi/1
Total rate 202.50 cum

Laying C.C. 1:2:4 (M–15) in raft with cement, coarse sand

of F.M. not less than 2.00 and hard stone ballast as
obtained from the excavation of foundation including cost
of all material, labour, T&P etc. required for proper
completion of work.

3
6.1 bag cost of cement 437.03 2665.90
0.42 cum cost of c. sand 1758.78 738.69
cost of stone ballast size 4.75-20mm 2640.17 2244.14
0.85 cum (2140.48+3139.86)/2= 2640.17
1 cum Labour charge as per SOR CH.7/1b 635.00 635.00
1 cum 7/2 80.00 80.00
1 cum extra for water arrangement for C.C. as per 42.00 42.00
sor ch 7/6a
Total Rs. 6405.73 cum
 Say 6405.73 cum

4 Centering & shuttering for C.C. work in different parts of

structure as below including cost of all materials, labour,
T&P etc. required for proper completion of work.

1 sqm centering & shuttering for C.C. work i/c cost 225.00 225.00
of materials labour & T&P as per sor ch vii/7
Total Rs. 225.00 sqm
Say 225.00 sqm

5 Carriage, Cutting, Bending, Binding and placing steel for

reinforcement with cost of binding wire including cost of
all materials, labour, T&P etc. required for proper
completion of work.

1 MT 1.0 MT cost of steel at work 57827.67 57827.67

1 Bending ,binding,cutting and placing of steel
reinforcement i/c cost f winding wire as per sor ch ix/6 12545.00 12545.00

Total Rs. 70372.67 MT

Say 70372.67 MT

6 Providing and fixing 600mm. Dia NP-2 hume

Pipe including cost of all materials, labours, T&P etc,
required for proper completion of work.

(i) cost of 1.0 R/M Spigot hume pipe (NP-2)1200 2020.00

MM dia as per Stock issue rate .
(ii) Labour charge for laying hp pipe as per sor 498.00 RM
ch xix/3j
Toatal Rs. 2518.00 RM

7 Providing and fixing PVC Pipe 100mm in

drainage spout & weep hole including cost of all materials,
labours, T&P etc, required for proper completion of work.

Providing and fixing PVC (D-plast)100mm dia

supreme kissane make rigid P.V.C. Pipe in weep hole i/c
cost of all materials, labour and T&P etc. @Rs. 450.00/RM 450.00
as per stock issued rate

fixing charge L.S 6.00

Toatal Rs. 456.00 RM

8 supplying and laying of of local sand in ramp i/c cost of all

materials labour ,T&P etc. required for proper
completetion of work.
 1 cum Local sand Rs. 937.29 cum
1 cum labour charges as per sor ch viii/11 Rs. 80.00 cum
Total Rs. 1017.29 cum

9 Dewatering by 5 H.P. Diesel pump of

foundation including cost of dewatering equipment, and its
accessories, required material, labour etc. Rate per hour

Hiring diesel pump 5 H.P. including operator

and P.O.L. as per SOR ch 1/14@RS.175.00/hr/5HP

175.00
Toatal Rs. 175.00 hours

Providing /Arrangement of Supervisor for

super vision of site including cost of all labour & T&P etc
required for proper completion of work.
10
basic labour rate as per sor ch I/3 380.00 M. days
add contractor profit@5% as per note ii ch 1 19.00 M. days
Toatal Rs. 399.00 M. days

Providing /Arrangement of Beldar for super

vision and helping of supervisor including cost of all
labour & T&P etc required for proper completion of work.

11
basic labour rate as per sor ch I/1 330.00 M. days
add contractor profit@5% as per note ii ch 1 16.50 M. days
Toatal Rs. 346.50 M. days