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Govt.of Jharkhand
Road Construction Department
Name of Work :-
Road Circle, Dumka
Bill of Quantity
B.O.Q. surface Renewal in D.M.K Nala
road in K.m 43(110m),58(100m),61(50m),
63(50m),66(800m). 67(510m) and Guard
wall in Km 54 and 46 for the Year 2011-12.
rdinary Repair of JAMA-JAMTARA-RUPNARAYA) TO 103.4 FOR
AR 20-12
OFFICE OF THE EXECUTIVE ENGINEER,
ROAD CONSTRUCTION DEPARTMENT,
ROAD DIVISON,JAMTARA.

Tender paper for filling rates by the tenders on the basis of enclosed approved bill
of quantity for the work of B.O.Q. surface Renewal in D.M.K Nala road in K.m
43(110m),58(100m),61(50m), 63(50m),66(800m). 67(510m) and Guard wall in
Km 54 and 46 for the Year 2011-12.
1.Estimated Cost:- Rs. 46,63,728.00
2. Amount of E.M to be deposited:- Rs. 94,000.00
3. Cost of bill of Quantity:- Rs.5,000.00
4. Time of Completion:- 3 Month
5. Last Date of sale of bill of Quantity:- 11.11.2011 upto 3:00 P.M
6. Date & Time of receiving tender:- 12.11.2011 upto 3:00 P.M
7. Date & Time of Opening the tender:- 12.11.2011 at 3:30 P.M
8. Authority receiving tender:-
C.E (C) / S.E. / E.E. /
R.C.D Ranchi / R.C.D., Dumka/ R.C.D, Jamtara
9. Tenders is to quote his rate on percentage basis of enclosed bill of quantity
rates both in word & figure in the noted colums (Note:- Cross (X) below the other
rates which does not apply him.
10.
(i)in figure:-
(ii)in words:-
Percentage
above the
enclosed
B.O.Q Rates
on all item of
work
Precentage
below the
enclosed
B.O.Q rates on
all item of
work
At the
enclosed bill of
quantity rates
on all item
REMARKS
11. Issued to Sri………………………
12. Name & Complete postal address of
Tenderer:-
13. Registration Number:-
14. Amount of E.M deposited by the tenderer in shape of:-
15. Time of Comletion as Quoted by the tenderer:-
16 Whether T.C.C. I.T.C enclosed on not:-
17. Labour Registration on number :-
18. Total number of sheets tender sheet
incl uding this sheet submitted by
tenderer:-
Executive Engineer
Date , Sign of tenderer R.C.D. Road Division
Jamtara

B.O.Q. surface Renewal in D.M.K Nala road in K.m 43(110m),58(100m)
61(50m), 63(50m),66(800m). 67(510m) and Guard wall in Km 54 and 46 for the
Year 2011-12
Sl.No. Item of work Quantity Unit Rate (Rs.)
1 2 3 4 5
1/
S/R
6.3.22(a)
2.
S/R
N.H.5.2
Providing 50mm thick compacted
built up spray grout over bitumenous
(old) surface in proper grade camber
and superrelevation with stone metal
grade -III(20mm to 37mm size)
@0.66m3 key stone or screening
materials of size 12mm ungraded
@0.13 M3 and bitumen @20kg.
(including taxk coat @5Kg.) all per
10m2 surface including cost of
cleaning the surface properly with
iron brush and broom cost of heating
bitumen to required tem. with cost of
fuel, rolling, providing light, barrier,
danger signal, chowkidar, returning
the empty bitumen drums in good
condition to the godown and hire
charge of roller as pr specification
and direction of E/I(with paked
bitumen)
43th K.M 605.00
58th K.M 49.50
61th K.M 19.25
63th K.M 19.25
66th K.M 352.00
Providing and applying tack coat
with bitumen emuision using
emuision presure distributer at the
rate of 0.20 kg. per sqm on the
prepared bitumen/ granuler surcafe
cleaned with mechanical broom.
43th K.M
1045.00 m2 213.23
605.00
58th K.M 550.00
61th K.M 275.00
63th K.M 275.00
66th K.M 4400.00
67th K.M 2805.00
8910.00 m2 9.28

3.
S/R
N.H.5.7
(ii)
4.
S/R N.H.
8.4(iv)
5.
6.1.1.2
Providing and laying 25mm thick
semi dense bitumeious concrete with
100-120 TPH batch type HMP
providing an average output of 75
tones per our using crushed
aggregates of specified grading
primixed with bituminous binder @
4.5 to 5 percent of mix and fitters
transporting the not mix to mark site
keying with a hydrostatic paver
finsiher with sensor control to the
requried grade level and aliment
roling with smooth wheeled
vibratory area same as item
Providing & laying of hot applied
thermoplastic compound 2.5mm
thick including refloctorised glass
beads @250gms/sqm as per IRC-35
do do all complete job as per
MOSRT & H.S.P Cl No. 803 for
centre line making (Broken)
Earth work in road embankment and
shoulders with ordinary soil (vide
classification o soil item -A)
obtained from borrow pits or any
other source free from logs, slumps,
roots, rubbish or any other
ingredients likely ot deteriorate or
effect the stability of the
embankment including breaking the
clodas maximum to 60mm. cube
placing the earth in layers not
exceeding 225m in loose thickness,
rough dressing, including cost of
cutting and removing shrubs and
roots falling in borrow area, all
complete as per approved desighm
specification and direction of E/I
229.43 m3 7748.94
405.00 m2 384.00
424.57 m3 51.73

6.
S/R
6.1.14.2
7.
S/R
9.1.8
8.
S/R
9.1.9
Rolling and compaction of road
embankment in all kinds of soil
including hard gravelly soil mixed
with boulders by road roller in layers
not exceeding 225mm in loose
thickness do to achieve 90 to 95%
maximum dry density of O.M.C
uniformly including mixing of
requried quantity of water including
cost of supply and carriage of water
with all leads and lifts, finishing the
surface to proper grade, camber or
superelevation icluding cost of hire
charges of road roller providing light
barriers danger signals, chowkidars
all complete as per specification and
direction of E/I
Earth work in excavation of
foundation trenches in ordinary soil
(vide classification of soil item-A)
and disposal of excavated earth so
obtained (50M awary from the edge
of the trench) with initial lead of
150M and initial lift of 1.50M as per
specification and direction of E/I.
54th K.M 501.80
46th K.M 258.62
377.57 m3 11.03
760.42 m3 69.49
Extra for earth work in hard soil
(vide classification of soil item-N)
all complete as per specification and
derection of E/I.
54th K.M 501.80
46th K.M 258.62
760.42 m3 6.02

9.
S/R
9.3.3
10
S/R
9.4.7
11
S/R
9.4.10
Providing and laying P.C.C or R.C.C
(M150) with nominal mix of (1:2:4)
in various components of barrage
foundation with approved quality of
coarse aggregate of required grades
as per design and approved quality
same of requisite F.M. washed and
screned excluding cost of shuttering
on form work as well as of
reinforcement its cutting, bending,
binding and placing but including
necessary tools and plants, vibrating,
cutting royalty and all taxes etc all
complete job as per specification and
direction of E/I.
54th K.M 106.86 m3 4493.57
46th K.M 55.074 m3 4465.82
Providing rough dressed random
rubble stone masonry in CM. (1:3) in
foundation with approved quality of
coarse sand of requisite F.M. washed
and screened with raking out joints,
curing, scaffolding and its removal
wherever required including royalty
and all taxes etc. complete job as per
specification and direction of E/I.
54th K.M 250.64 m3 2750.94
46th K.M 129.176 m3 2713.79
Providing rough dressed random
rubble stone masonry in CM. (1:3) in
super structure with approved quality
of coarse sand of requisite F.M.
washed and screened with raking out
joints, curing, scaffolding and its
removal wherever required including
royalty and all taxes etc. compete job
as per specification and direction of
E/I.
54th K.M 86.45 m3 2821.74
46th K.M 44.555 m3 2784.59

12.
S/R
9.5.4
13.
S/R
8.3.17
14.
S/R
8.3.18
15.
S/R
9.7.6
16.
S/R
9.1.17
Providing 25mm. Thick cement
plaster (1:3)with approved quality
sand of requsite f.M washed and
screned including curing, scaffolding
where ever required and its removal
royalty and all taxes etc. complete
jaob as per direction of E/I.
54th K.M 208.00 m2 183.61
46th K.M 107.20 m2 186.82
Providing shuttering including
strutting propping etc. and its
removal after use in foundation work
as per specification and direction of
E/I
54th K.M 104.00
46th K.M 53.60
157.60 m2 218.74
Providing shuttering including
strutting propping etc. and its
removal after use in super structure
portion of various components of
dam work as per specification and
direction of E/I
54th K.M 26.00 m2
46th K.M 13.40 m2
39.40 m2 230.90
Providing weep holes with dry
grades stone filter of 20mm to
40mm. Size in abutment and wing
wall as per specification and
direction of E/I.
54th K.M 65 Nos
46th K.M 33 Nos
Earth work in filling foundation or
back filling of masonry structures
with semi previous or suitable earth
in layers not exceeding 150mm
thick, well watered, rammed and
fully compacted and finely dresed
with earth obtaining after cutting
from borrow pits with intial lead of
30M and initial lift of 1.5M as per
specification and direction of E/I.
54th K.M 150.80 m3
98 Nos 59.24

17.
S/R
9.1.22
46th K.M 77.72 m3
228.52 m3 49.49
Earth work in filling foundation
trenches or back filling of masonry
structures with previous soil in layers
not exceeding 150mm thick, well
watered, rammed and fully
compacted and finely dresed with
earth obtaining from borrow pits
beyond 150M lead but up to 1/2 Km
with all lifts and carriage by truck
including loading, uloading,
spreading construction and
mainntaenance of haul road etc. a per
specification and direction of E/I
54th K.M 380.25 m3
46th K.M 99.495 m3
479.745 m3 183.88
Executive Engineer,
Road
Division,Jamtara

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OFFICE OF THE EXECUTIVE ENGINEER
ROAD DIVISION,JAMTARA(JHARKHAND)
SPECIAL CONDITION
1. Tenderers must examine the site and the various aspect likely to affect the construction and cost and
then quote with full knowledge of site conditions.
2. The work must be carried out strictly as per P.W.D.& M.O.S.T., specification.
3. All rates quoted on the tender should be for completed job including all carriage royalty, Sales tax,
income tax and other taxes, the payment of which will be whole responsibility of the contractor.
4 Rules laid down in Motors vehicle Act will have also to be followed if any vehicles are used by the
contractor in Department works.
5. Labour Rules fixed from time to time have also to be followed and quoted rates should include for
all such items.
6. Stone Chips, Stone metal, lime, bricks and jhama should be got approved by the Engineer-incharge
before use. The contractor will have to remove all dust foreign materials and unapproved
materials at his own cost.
7. Tenderers have to made his complete arrangements for all accessories plants and machineries
required for the execution of work.
8. The Contractor shall not be entitled to claim any compensation for the loss suffered by him onaccount
of (i) failure or delay by or on behalf of Govt. In the supply of materials of stores which the
Govt. may have under taken (ii) natural calamities, (iii) transport and procurements difficulties,(iv)
Circumstances beyond the control of Govt.
9. Department materials should be used in works strictly in accordance with the actual requirement
and for any differences the cost will be recovered at panel rates which will be double the issue rate.
The contractor should also maintain proper accounts for such materials and should be in a position
to submit the same when ever required.
10. The Contractor will be full responsibility for watch and award of the materials supplied by or to the
Department and the materials will be open to inspection by the Departmental Officer No claim will
be entertained in the case of theft, damages of materials at site till completion of the work.
11. Contractors has to maintain necessary technical organtsation for proper execution of works and
should employ only such persons who are skilled and experienced in the similar nature of works &
the Executive Engineer shall be at liberty of object and enquire the contractor who in his opinion
mis-conducts him self or is incompetent or neg egent in performacne of his duties and such persons
shall not be employed by the contractor whout permission of the Executive Engineer.
12. No Conditional tender will be accepted.
13 Stone chips & Stone metal as per requirement will have to collected in full quantity in advance and
stacked as per direction of E/I and be verified before consumption in the work.
14. Leveling dressing and clearing of the site will be done after completion of works as per direction of
Engineer-in-Charge.
15. Empty drums and empty cement bags shall be returned by the contractor to the Department in good
condition at P.W.D. Godown at their own cost. In case of loss of empty drums and ampty cement
bags the cost will be recovered from the contractor double rate of schedule rate .
16. The letters sent to the contractor at the address given in the agreement and returned undelivered will
be treated as to have been served.
17. The Contractor invariably in all kinds of works will have to maintain a site order book at his own
cost duly certified by the S.D.O. or Executive Engineer. The site order book should always be kept
at site and should be produced properly when demanded by inspecting officer for loss of the book
the contractor will be wholly responsible.
18. Entries in the site order Book will not be made by any officer les then the rank of S.D.O.,R.C.D.
But the site order book will be the properly of the department.
19. Any addition ordteration in the work must be done under the order of competent authority for which
contractor should get order written on order book duly certified by Gazetted officer of the
Department. the site order book should always be kept at the work sites.
20. Royalty and cess will be recovered from each on account bill in case contractor will fail to produce
royalty clearance certificate at this time of passing of bills.

-2-
21. The value of work to be done should not exceed the agreement amount without the proper
permission of the competent authority.
22. Payment will be made subject to the availability of fund.
23. If the contractor supply boulder, stone metal moorum grave, bricks etc from less distance than
those mentioned in the Bill of quantity then their rates will be reduced propopertionately on basis of
the approved rate of the contractor if the contractors are required to supply the materials from
longer distance then prior approval of the officer who has approved the tender shall have to be
obtained.
24. In case of sectional measurement of earth work, the initial long and cross section of existing ground
will be taken by the Departmental officer in presence of the contractor of their authorized agent and
graphs papers will be prepared showing existing ground level and proposed formation level which
with also from part of the agreement the section plotted on graphs will entered in measurement
book and the contractor will have to sign both the graphs sheets and measurement book for taken of
his acceptance before commencement of the work.
25. Earth work in filling be dons in the layers not exceeding 225mm layers. The surface of the unrolled
earth will be made as per designed grads and cross section after breaking the coldness to the
maximum size of 63mm rolling will be done after censuring that the earth to be rolled have
moisture content within the permissible limit of the obtimum moisture content. The subsequent
layer of earth on the roller surface will be put only after ensuring that the earth roller has achieved
the designed density at the designed moisture content. In order to ensure the proper compaction the
test result of the compaction will have to be get seen by the Engineer-in-Charge of the work or his
authorized representative.
26. The Item of roller and compection includes the work of breaking the clouds to a maximum to 63
mm, cube and placing the earth in layers not exceeding 225 mm thick and shaping and dressing the
earth in required grades and profile.
27. The decution of sale tax will be made from the contractor bill as per order of Jharkhand Govt. from
time to time (Conlained in Bihar F.D.(Coml. taxes) No.2138 dt.19-1-84 will be binding on the
contractor.)
28. The rate quoted less than 15% of estimated cost including Government materials will not be
entertained & the rate to be quoted after decimal point should but no more than two degists.
29. In case of tender filled by registered firm of company character certificate should be enclosed of all
members.
30. Quantities given in Bill of quantity are subject to variation and no claim of this score will be
entertained.
31. All other terms & conditions contained in vigilance department letter no.1/Est.27/83-2347 T.E.C.,
Patna dt. 31.12.83 will be binding on the contractors.
32. Vide Engr.-in – Chief Memo No. 2553 (E) dt. 4-5-90 the supply of Materials of different sizes and
grated should be stacked at work site with proper size and for which no claim will be entertained.
Mode of Measurement:
Stone Chips & Moorum - 1.5 M x 1.5 M x 0.45 M
To be taken to 1 M 3
Stone Metal Grade-I 1.5 M x 1.5 M x 0.55 M
To be taken to 1 M 3
Stone Metal Gr.-II & III 1.5 M x 1.5 M x 0.52 M
Should be taken to 1 M 3
33. For maintating temperature Every agency must have their own rate thermometer during the
execution of bitumen work.
34. The contractor will be responsible for making good to the Road/Bridge/Culvert repaired by him
of any damage of failure occurs in the road on his own cost up to period
of…………………………….
From the date of completion.
35. Contractor must have to be establish a quality control laboratory at the work site at his own cost.
As per direction of MOST & Quality Control. The Agency will have to submit time to time the
quality control test reports of the materials and the work done with the bill.
36. Payment will be done only after finding Satisfactory test reports of the work done.
37. Agreement for work will be done after acquisition of land for purpose approach road.
Executive Engineer,
R.C.D.,Road Division,Jamtara