73 SBD

SECTION -6
FORM OF BID

(0
 74 SBD

FORM OF BID

Description of the Works:

BID

To

Address

1, We offerto execute the Works described above and remedy any defects therein in conformity with the
o
conditions of Contract, specification, drawings, Bill of Quantities and Addenda for the sum (s) of

2. We undertake, 'ifour Bid is accepted, to commence the Works as soon as is reasonably possible after
the receipt of the Engineers notiCe to commence, and to complete the whole of the Works in the

Contact within the time stated in the document. i

3. We agree to abide by this Bid for the period of 120 Days from the date fixed for receiving the same,

o
and it shall remain binding upon it and may be accepted at any time before the expiration of that

period.

4. Unless and until a formal Agreement is prepared and executed this Bid, together with your written

acceptance thereof, shall constitute a binding contract between us.

5. We understand that you are not bound to accept the lowest or any tender you may receive

Dated this day of 20

Signature in the capacity of

duly authorized to sign bid' for and oh behalf of

(in block capitals or typed)

 SBD
75

Address

Witness

Address

Occupation
 76 SBD

SECTION -7
BILL OF QUANTITIES

O
Name of Work :- Pansora Bhalej Road Km 0/0 To 6/0. (Proposed Work: FDR, CC Road in Selected Length,
Resurfacing, Road Furnishing and other Miscellaneous works)

BILL OF QUANTITIES
Memorandum Showing Items of works to be carried out :

Quantities Estimated Rates

Total Amount
Item Estimated
No. but may be
Description of Item In Figures Unit according to
In Words estimated quantities
Rs. PS.
more or less
1. 2. 3. 4. 5. 6. 7.
1. 1.80 Clearing and grubbing road land, including uprooting 28,455.09 Rupees Hect 51,219.16
plank, vegetation grass bushes, shrubs, saplings and Twenty Eight
trees girth up to 300 mm, removal of stumps of trees cut Thousand
earlier and disposal of un serviceable materials. (C) By Four
mechanical means in area of light jungle. hundred
Fifty Five
Paise Nine
only

2. 6,732.00 Providing and laying

mm thick Bituminous
75 2,813.84 Rupees Two M.T.
Macadam (BM) with B.T,
aggregate as per MORT&H Thousand
specification & using bitumen VG-30 for tack coat
@ Eight
2.50 KG / 10 Sqm with mechanical
sprayer & bitumen hundred
VG-30 for mixing @ 34.00 KG / M.T. i.e., 3.40 96 of total Thirteen
weight of including heating and mixing the
mix, Paise Eighty

aggregate & asphalt in drum mix plant and hot laid Four Only
process spreading the same by paver finisher &
consolidation with vibratory roller as per MORT&H
specification to achieve desire density, including
providing all materials equipments, tools & plants, fire
wood, oil, kerosene, labour charges etc. complete using
contractor's own machinery drum mix plant & paver

finisher etc. complete.

3. 2,346.00 Providing and laying 25

mm thick Semi Dense 3,452.15 Rupees M.T.
Bituminous Concrete (SDBC) with B.T. aggregate as per Three
MORT&H gradation using bulk bitumen Grade VG-30 Thousand
for mixing by weight of total
@ 50.00 KG /
M.T. i.e., 5.0
% Four
mix, including heating and mixing the aggregates and hundred
biturrien in drum mix plant and hot laid process laying Fifty Two
with paver finisher and consolidation with roller as per Paise Fifteen

MORT&H specification to achieve desire density,

-

Only
including cost of all materials, equipments, tools, and
plants, fire wood, oil, kerosene, labour charges etc.
complete using contractor's own machineries drum mix
plant and paver finisher etc. complete.

4. 3,525.00 Providing and laying compacted specified quarry spall 853.0? Rupees Eight Cum
in side shoulder, including carriage of material and hundred
spreading on prepared base, including compacting as Fifty Three

per MOST specification etc. complete. Paise Two

Only

5. 10,184.00 Earthwork for embankment, including breaking clods, 132.37 Rupees One Cum
dressing with all lead and lift, including watering and hundred
consolidation etc. complete complete. (A) From borrow Thirty Two

pits within land width. Paise Thirty

Seven Only

7 BOQ Page 1
 Quantities Estimated Rates
Total Amount
Item Estimated
Description of Item
In Figures Unit according to
No. but may be In Words
Rs. Ps. estimated quantities
more or less
1. 2. 3. 4. 5. 6. 7.
6. 1,921.00 Box cutting the road surface to proper slope and 109.41 Rupees One Cum
camber for making: a base for road work including hundred
removing the excavaied
stuff and depositing on the road Nine Paise
side slope as directed with all lead and lift. Forty One
Only

1,537.00 Construction of 150 mm thick Granular sub base in 1,251.33 Rupees One Cum
required layer by providing coarse graded material Thousand
Grading-I using B.T. M.C.- metal 53 mm to 26.5 mm at Two hundred
35%, aggregate 26.5 to 4.75 mm at 45% and stone dust Fifty One
at (CBR more than 30%) as per Table 400-2 of Paise Thirty

MORT&H gradation including conveying the material at Three Only

site of work, mixing and spreading in to grade and

camber, watering and consolidating at OMC with

vibratory roller including the cost of materials, labours
etc. complete.

8. 1,153.00 Construction of dry lean cement concrete Sub-base 3,048.07 Rupees Cum
over a prepared sub-grade with coarse and fine Three
aggregate conforming to IS: 383, the size of coarse Thousand
aggregate not exceeding 25 mm, aggregate cement Forty Eight

ratio not to exceed 15:1, aggregate gradation after Paise Seven

blending to be as per table 600-1, cement content not to Only

be less than 150 KG / Cum, optimum moisture content
to determined during trial length construction,
be

concrete strength not to be less than IO Mpa at 7 days,

mixed in a batching plant, transported to site, laid with a
concrete sensor paver or conventional method,
compacting with 8-10 tonne vibratory roller, finishing
and curing etc. complete.

9. 1,921.00 Construction of un-reinforced, dowel jointed at 8,396.14 Rupees Eight Cum

expansion and contraction joint only plain cement Thousand
concrete pavement; thickness as per design, over a Three

o
prepared sub base, with 53-grade cement or any other hundred
type as per Clause: 1501.2.2M-30 (Grade). Coarse and Ninety Six

fine aggregates conforming to IS: 383, maximum size of Paise

coarse aggregate not exceeding 25 mm, paved with Fourteen

Sensor paver approved mix design, laid in approved Only
fixed side formwork (steel channel, laying and fixing of
125 micron thick polythene film, wedges, steel plätes

including levelling the formwork as per drawing)

spreading the concrete with shovels, rakes, compacted
using needle, screed and plate vibrators and finished in
continuous operation including provision Of contraction
and expansion, construction joints, applying depending
strips primer, sealant, dowel bars, at 400 mm c/c and at
4.5 mt interval and construction joints, admixtures as
approved, curing of concrete slabs for 14 days, -

(Technical Specification MORTH 1500 Clause 6.4)

7 BOQ Page 2
 Quantities Estimated Rates
Total Amount
Item Estimated
No. but may be Description of Item In Figures Unit according to
In Words estimated quantities
more or less Rs. Ps.

1. 2. 3. 4. 5. 6.
10. 3,240.00 Excavation for foundation upto 1.5 m depth including 198.77 Rupees One Cum
sorting out and stacking of useful materials and
hundred
disposing off the excavated stuff with all lead and lift. Ninety Eight
(A) Loose or soft soil. Paise

Seventy
Seven Only

11. 270.00 Providing and filling in foundation with ordinary 3,345.58 Rupees Cum
cement concrete M-IOO mix and providing necessary Three
vertical pin headers including formwork, vibrating Thousand
ramming and curing etc. complete. Three
hundred
Forty Five
Paise Fifty
Eight Only

12. 1,500.00 Supplying and fixing reinforced concrete heavy duty non 2,108.86 Rupees Two Rmt
pressure pipes with collars for culverts, including setting Thousand
and joining the pipes in C.M. 1:2 watering and laying (To One
level of slops of IS: 458 / 1971) Class NP-3 casted by hundred
vertically vibrated technology of 600 mm internal Eight Paise
diameter. Eighty Six

Only

13. 50.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 23,470.48 Rupees No
(1
cement : 2 coarse sand : 4 graded stone aggregate 20 Twenty
mm nominal size) foundation concrete 1B:6 mix (I Three
cement : 3 coarse sand : 6 brick bats 40 + 50 mm size) Thousand
inside plastering 15 mm thick with cement mortar 1:5 (1 Four
cement : 5 coarse sand) finished with a floating coat of hundred
neat cement and making channels in cement concrete Seventy
1:2:4 mix (I
cement : 2 coarse sand : 4 stone aggregate Paise Forty
20 mm nominal size) finished smooth complete Eight Only
including curing and testing (i) Inside size 900
mm x
1200 mm and 1.5 M deep including 100 mm thick M-25
Precast SFRC perforated with frame of 0.60
cover x cm
0.60 cm (A) with 230 thick walls of brick
mm masonry
using brick having crushing strength not less than 35 Kg
/ in
Sqcm cement mortar 1:5 (I cement : 5 coarse sand)
(3)C-type depth 2.25 Metre for 150 mm diameter
sewer.

14. 48.00 Providing and fixing Hectometre stone as per I.R.C. type 356.50 Rupees No 17,112.00
design including painting, lettering and fixing in C,C. Three
1:5:10 etc. complete, hundred
Fifty Six
Paise Fifty

Only
15. 320.00 Providing and fixing guard stone as per I.R.C, type 350.80 Rupees No
design including white washing and fixing in C.C. 1:5:10 Three
etc, complete. hundred
Fifty Paise
Eighty Only

7 BOQ Page 3
 Quantities Estimated Rates
Total Amount
Item Estimated
Description of Item In Figures Unit according to
No. but may be In
Rs. Ps. Words estimated quantities
more or less
1. 2. 3. 4. 5. 6. 7.
16. 5.00 Providing and fixing Ordinary Kilometer Stone of 1,293.38 Rupees One No 6,466.90
precast C.C. including necessary reinforcement as Thousand
I.R.C. type desigln and fixing in C.C. 1:4:8 including Two hundred
per
letter and paints etc. complete. Ninety Three
Paise Thirty
Eight Only

17. 1.00 Providing and fixing 5th Kilometer stone of precast C.C. 1,935.14 Rupees One No 1,935.14
including necessary reinforcement as per I.R.C. Thousand
type design and fixing in C.C. 1:4:8, including painting, Nine
lettering etc. complete. hundred
Thirty Five
Paise

o
Fourteen
Only

18. 300.00 Providing and fixing Indicator stone of approved stone 343.26 Rupees No
as per I.R.C. type design in C.C. 1:4:8, including white Three
washing and fixing in C.C. 1:5:10 etc. complete. hundred
Forty Three
Paise Twenty
Six Only

19. 2,561.00 Road marking with hot applied thermoplastic paints 367.72 Rupees Sqm
with reflectorising glass beads
on bitumen
surface Three
providing and laying a hot applied thermoplastic hundred
compound 2.5 mm thick inciuding reflectorising glass Sixty Seven
beads @ 250 gms per sqm area, thickness of 2.5 mm is Paise

excluding of surface glass beds as

applied per IRC: 35- Seventy Two
2015. The finished surface to be level, uniform and free Only
from streaks and holes. Zebra patta / bump patta lane /
centre line / edge line / cut patta. The white colour
marking should provide luminance coefficient on
cement road shall be min 130 mcd/m2/Iux and asphalt
road shall be min 100 mCd/m2/lux during the service life
during the day time. The marking should meet the
performance criteria for night time reflectivity, wet
reflectivity and skid resistance as mentioned in the
section-15 of IRC: 35-2015. Warranty for the Retro
reflectivity should be two years.

20. 252.00 Providing and laying rumble strip road marking with 1,176.65 Rupees One Sqm
hot applied thermoplastic paints with reflectorizing glass Thousand
beads on bitumen surface by providing hot applied One
thermoplastic compound 8
mm thick including hundred
reflectorizing glass beads @ 250 gms per Sqm area, Seventy Six
thickness of 8 mm iÅ excluding of surface applied glass Paise Sixty
beads as per IRC: 35-2015. The finished surface to be Five Only
level,uniform and free from streaks and holes etc.
complete.

7 BOQ Page 4
 Quantities Estimated Rates
Item Estimated Total Amount
Description of Item In Figures Unit according to
No. but may be In Words
Rs. Ps. estimated quantities
more or less
1. 2. 3. 4. 5. 6.
21. 1,691.00 Cat Eye / Road Stud /
Supplying of Molded Twin
RPM: 326.23 Rupees No
Shanks Raised Pavement Markers made of Three
polycarbonate and ABS moulded body and reflective hundred
panels with Micro prismatic lens (No Glass bead lens) Twenty Six
capable of providing total internal reflection of the light Paise Twenty

entering the lens face and shall support a load of 13635 Three Only
kgs tested in accordance to ASTM D 4280 Type H and
complying to specifications of category-A of MORTH
Circular No RW/NH/33023/10-97 DO 111 Dt 11.06. 1997.
-

The height, width and length shall not exceed 20 mm,

130 mm and 130 mm and with minimum reflective area
of 13 Sqcm
on each side and the slope to the base shall
be 35 +/- 5 degree. The strength of detachment of the
integrated cylindrical shanks, (of diameter not less than
19 +/- 2 mm and height not less than 30+/-2 mm) from
the body is to be a minimum value of 500 Kgf. Fixing will
be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based

adhesive as per manufactureds recommendation and
the colour of the marker should be as per the IRC 35-
2015 and as directed by Engineer-in-charge.

22. 50.00 Solar Stud: Supplying of Solar Raised Pavement 2,088.68 Rupees Two No 104,434.00
Markers made of polycarbonate molded body with Thousand
circular shape, solar powered, LED self-illumination in Eighty Eight
active mode, 360-degree illumination and reflective Paise Sixty

panels with micro prismatic lens capable of providing Eight Only

total internal reflection of the light entering the lens face

in passive mode. The marker shall support a load of
20000 kg tested in accordance to ASTM D 4280. The
marker should be resistant to dust and water ingress
according to IP 65 standards and should with stand
temperatures in the range of O C to 70 C. Colour of

lighting could be provided in red or yellow (ambeö as

per requirement and typical frequency of blinking is I

Hz. There should be current losses of less than 20
micro-
at sleep-charging mode to enhance the
2.4 V in
amperes
life of the marker and a full charge should provide for a
minimum autonomy of 50 hours. The height, width and
length of the marker shall not be less than IO mm x 100
mm x 100 mm. Also, the surface diameter of the marker
shall not be less than 100 mm respectively. The weight
of the marker shall not exceed 0.5 Kilograms. Fixing will

be by drilling holes the road for the shanks to go

on
inside, without nails and using epoxy resin-based
adhesive as per manufacturers recommendation and
complete as directed by the Engineer.

7 BOQ Page 5
 Quantities Estimated Rates
Total Amount
Item Estimated
No.
Description of Item In Figures Unit according to
but may be In
Rs. Ps.
Words estimated quantities
more or less
1. 2. 3. 4. 5. 6. 7.
23. 50.00 Providing and Cautionary Warning sign boards 5,07727 Rupees Five No
made out Of mm aluminium sheet / 4 mm ACP
2 Thousand
(Aluminium composite Panel); size 90 x 90 x 90 cm Seventy
equilateral triangleas per design of IRC-67-2012. Pre- Seven Paise
treated with phosphating process
&
acid etching; coated Twenty
with one coat of epoxy primer and two coats of best Seven Only
quality epoxy paint; refiectorized with Micro Prismatic
Grade retro reflective sheeting of Type-II as per ASTM
D-4956 and latest MOST specifications; 3.6 mtr long
stand post of 75 x 75 x 6 mm / 65NB circular MS pipe as
required and framejfabricated from suitable size iron
angle of 35 x 35 x 3 mm; painted with best quality epoxy
coatings in black and white bends. The details of symbol
foreach board shall be as per the instruction of Engineer
in-charge. The fixing at site shall be in 1:2:4 CC block of

o
size 45 x 45 x 60 for each leg, including excavation,
cm
curing etc. complete under the supervision of Engineer-

in-charge. A warranty for 10-year for the retro reflective

sheeting from original manufacturer & a certified copy
of 3-year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-II Retro Reflective
sheeting.

24. 36.00 Providing and fixing Regulatory / Mandatory sign 4,618.73 Rupees Four No
boards made out of 2 mm aluminium sheet / 4 mm ACP Thousand Six
(Aluminium composite Panel); size 60 cm dia circle as hundred
per design of IRC-67-2012. Pre-treated with phosphating Eighteen
process & acid etching; coated with one coat of epoxy Paise

primer and two coats of best quality epoxy paint; Seventy

reflectorized with Micro Prismatic Grade retro reflective Three Only
sheeting of Type-II as per ASTM D-4956 and latest
MOST Specifications; 3.6 mtr long stand post of 75 x 75
x 6 mm / 65NB circular MS pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x 3
mm; painted
with best quality
epoxy coatings in black
and- white bends. The details of symbol foreach board
shall be as per the instruction of Engineer-in-charge. The
fixing at site shall be in 1:2:4 CC block Of size 45 x 45 x
60 cm for each leg, including excavation, curing etc.

complete under the supervision of Engineer-in-charge. A

warranty for 10-years for the Retro reflective sheeting
from original manufacturer & a certified copy of 3-year
outdoor exposure test report from third party test lab
for the product offered shall be submitted by contractor.

(A) Class-C Type-II Retro Reflective sheeting.

7
BOQ Page 6
 Quantities Estimated Rates
Total Amount
Item Estimated
Description of Item Unit according to
No. but may be In Figures
In Words estimated quantities
less Rs. Ps.
more or
1. 2. 3. 4. 5. 6. 7.

25. 10.00 Providing and fixing Facility Informatory sign boards 5,906.48 Rupees Five No 59,064.80
made out of 2 mm aluminium sheet / 4 mm ACP Thousand
(Aluminium composite Panel); size 80 x 60 cm Nine
rectangular as per design of IRC-67-2012. Pre-treated hundred Six
with phosphating process & acid etching; coated with Paise Forty

coat of epoxy primer and two coats of best quality Eight Only
one
reflectorized with Micro Prismatic Grade
epoxy paint;
retro reflective sheeting of Type-II as per ASTM D-4956
and latest MOST Specifications; 3.6 mtr long stand post
of 75 x 75 x 6 mm / 65NB Circular MS pipe as required

and frame fabricated from suitable size iron angle of 35

mm; painted with best quality epoxy coatings
in
x 35 x 3
black andwhite bends. The details of symbol foreach
board shall be as per the instruction of Engineer-in-
charge. The fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60 cm for each leg, including excavation, curing

etc. compiete under the supervision of Engineer-in-
charge. A warranty for IO-years for the Retro reflective

sheeting from original manufacturer & a certified copy

of 3-year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-II Retro Reflective
sheeting.

26. 10.00 Providing and fixing Stop sign boards made out of 2 7,213.42 Rupees No 72,134.20
mm aluminium sheet
/ 4
mm ACP (Aluminium Seven
composite Panel); size 90 cm octagon as per design o Thousand
IRC-67-2012. with phosphating process &
Pre-treated Two hundred
acid etching; coated with one coat of epoxy primer and Thirteen
two coats of bestquality epoxy paint; reflectorized with Paise Forty

Micro Prismatic Grade retro reflective sheeting of Type- Two only

11 as per ASTM D-4956 and latest MOST Specifications;
3.6 mtr long stand post of 75 x 75 x 6 mm / 65NB

circular MS pipe asrequired and frame fabricated from

with
suitable size iron angle of 35 x 35 x 3
mm; painted
best quality epoxy coatings in black and white bends.

The details of symbol foreach board shall be as per the

instruction of Engineer-in-charge. The fixing at site shall
be in 1:2:4 CC block of size 45 x 45 x 60 cm for each leg,

including excavation, curing etc. complete under the

supervision Engineer-in-charge. A warranty for IO-
of

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3-year outdoor
lab for the
exposure test report from third party test
product offered shall be submitted by contractor. (A)
Class-C Type-II Retro Reflective sheeting.

7 BOQ Page 7
 Quantities Estimated Rates
Total Amount
Item Estimated
Description of Item Unit according to
No. but may be In Figures In Words
Rs. Ps.
estimated quantities
more or less
1. 2. 3. 4. 5. 6. 7.
27. 10.00 Providing and xing Direction (Junction) sign boards 26,572.09 Rupees No
made out of 2 mm aluminium sheet / 4 mm ACP Twenty Six
(Aluminium composite Panel); size 244 x 122 cms Thousand
rectangular as per design of IRC-67-2012. Pre-treated Fivehundred
with phosphating process & acid etching; coated with Seventy Two
one coat of epoxy primer and two coats
of best quality Paise Nine

epoxy paint;
reflectorized with Micro Prismatic Grade Only
retro reflective sheeting Of Type-II as per ASTM D-4956
and latest M.O.S.T. Specifications; 4.0 mtr long (2 Nos)
stand post of 75 x 7' x 6 mm / 65NB Circular MS pipe as
required and framet fabricated from suitable size iron
angle of 50 x 50 x 5 mm; painted with best quality epoxy
coatings in black and white bends. The details of symbol
foreach board shall be as per the instruction of Engineer
in-charge. The fixing at site shall be in 1:2:4 CC block of
size 45 x 45 x 60 cms for each leg, including excavation,
curing etc. complete under the supervision of Engineer-
in-charge. A warranty for IO-years for the Retro
reflective sheeting from original manufacturer & a
certified copy of 3-9earoutdoor exposure test report
from third party
testllab for the product offered shall be

submitted by contractor. (A) Class-C Type-II Retro

Reflective sheeting.

28. 10.00 Providing and fixing Distance Informatory / 20,918.11 Rupees No

Destination Sign boards made out of 2 mm aluminium Twenty
sheet / 4 mm ACP (Aluminium composite Panel); size Thousand
180 x 120 cms rectangular as per design of IRC-67-2012. Nine
Pre-treated with phosphating process & acid etching; hundred
coated with one coat of epoxy primer and two coats o Eighteen
best quality epoxy paint; reflectorized with Micro Paise Eleven
Prismatic Grade retro reflective sheeting of Type-II as only
per ASTM D-4956 and latest MOST Specifications; 4.0
mtr long (2 Nos) stand post of 75 x 75 x 6 mm / 65NB
circular MS pipe as required and frame fabricated from
suitable size iron angle of 50 x 50 x 5
mm; painted with
best quality epoxy coatings in black and white bends.

The details of symbol for each board shall be as per the

instruction of Engineer-in-charge. The fixing at site shall
be in 1:2:4 CC block of size 45 x 45 x 60 cms for each leg,

including excavation, curing etc. complete under the

supervision of Engineer-in-charge. A warranty for IO
years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3-year outdoor
exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A)
Class-C Type-II Retro Reflective sheeting.

7
BOQ Page 8
 Quantities Estimated Rates
Total Amount
Item Estimated
Description of Item Unit according to
No. but may be In Figures
In Words estimated quantities
less Rs. Ps.
more or
1. 2. 3. 4. 5. 6. 7.
29. 20.00 Providing and fixing Village name / Bump Ahead Sign 6,313.51 Rupees Six
No
boards made out of 2 mm aluminium sheet / 4 mm ACP Thousand
(Aluminium composite Panel); size 90 x 60 cms Three
rectangular as per design of IRC-67-2012. Pre-treated hundred
with phosphating process & acid etching; coated with Thirteen
one coat of epoxy primer and two coats of
best quality Paise Fifty

epoxy paint; reflectorized with Micro Prismatic Grade One Only

retro reflective sheeting of Type-II as per ASTM D-4956
and latest MOST Specifications; 3.3 mtr long stand post
of 75 x 75 x 6 mm / 65NB circular MS pipe as require
and frame fabricated from suitable size iron angle of 35

mm; painted with best quality epoxy coatings

in
x 35 x 3
black and white bends. The details of symbol or
inscription / letters / numerals for each board shall be as
per the instruction of Engineer-in-charge. The fixing at
site shall be in 1:2:4 CC block of size 45 x 45 x 60 cms for
each including excavation, curing etc. complete
leg,
under the supervision of Engineer-in-charge. A warranty
for IO years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3-year

outdoor exposure test report from third party test lab
for the product offered shall be submitted by contractor.
(A) Class-C Type-II Retro Reflective sheeting.

30. 20.00 Providing and fixing Hazard Marker Sign boards made 3,666.30 Rupees No 73,326.00
out of 1.5 mm aluminium sheet / 3 mm ACP (Aluminium Three
composite Panel); size 90 x 30 cms rectangular as per Thousand Six
design of IRC-67-2012. Pre-treated with phosphating hundred
process & acid etching; coated with one coat of epoxy Sixty Six

primer and two coats of best quality epoxy paint; Paise Thirty
reflectorized with Micro Prismatic Grade retro reflective Only
sheeting of Type-II D-4956 and latest
as per ASTM
MOST Specifications; 1.8 mtr long stand post of 75 x 75
x 6 mm / 65NB circular MS pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x 3
painted with best quality epoxy coatings in black
mm;
and white bends. The details of symbol foreach board
Shail be as per the instruction of Engineer-in-charge.The

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60 cms for each leg, including excavation, curing etc.

complete under the supervision of Engineer-in-charge. A

warranty for IO-years for the Retro reflective sheeting
from original manufacturer & a certified copy of 3-year
outdoor exposure test report from third party test lab
for the product offered shall be submitted by contractor.
(A) Class-C Type-II Retro Reflective sheeting.

7 BOQ Page 9
 Quantities Estimated Rates
Total Amount
Item Estimated
Description of Item Unit according to
No. but may be In Figures In Words
Rs. Ps. estimated quantities
more or less
1. 2. 3. 4. 5. 6.

31. 8.00 Providing and fixing Route Marker sign boards made 5,108.58 Rupees Five No 40,868.64
out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum Thousand
composite Panel); size 60 x 45 cm rectangular plus 30 x One
25 cm additional plate as per design of IRC-67-2012. Pre hundred
treated with phosphating process & acid etching; coated Eight Paise
of Fifty Eight
with
one coat epoxy primer and two coats of best
quality epoxy paint; reflectorised with Micro Prismatic Only
Grade retro reflective sheeting of Type-II as per ASTM
D-4956 and latest Specifications; 3.6 mtr long
M.O.S.T.
stand post of 75 x 75 x 6 circular MS pipe as
mm / 65NB
required and
frame!
fabricated from suitable size iron
mm; painted
angle of 35 35 x 3 with best quality
x epoxy
coatings in black and white bends. The details of symbol
or inscription numerals for each board shall be as per
/

the instruction of Engineer-in-charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 cms for
each leg, including[ excavation, curing etc. complete

under the supervisio of Engineer-in-charge. A warranty

for IO years for the Retro reflective sheeting from

original manufacturer & a •Certified copy of 3-year

outdoor exposure test report from third party test lab
for the product offered shall be submitted by contractor.
(A) Class-C Type-II' Retro Reflective sheeting.

32. 200.00 Providing and fixing Tree Guard sign board made out 531.26 Rupees Five No
of 2 mm aluminium sheet / 3 mm ACP (Aluminium hundred
composite Panel), size 30 cms diameter circle, pre- Thirty One
treatedwith phosphating process and acid etching, Paise Twenty

painted with one coat of

epoxy primer and two coats of Six Only
best quality epoxy paint reflectorized with retro
reflective sheeting as per latest M.O.S.T. specifications. A
warranty for IO-years for the Retro reflective sheeting
from original manufacturer & a certified copy of 3-year
outdoor exposure test report from third party test lab

o
for the product offered shall be submitted by contractor.
(A) Class-C Type•ll Retro Reflective sheeting.

7 BOQ Page 10
 Quantities Estimated Rates
Total Amount
Item Estimated
Description of Item In Figures Unit according to
No. but may be In Words
Rs. Ps. estimated quantities
more or less

1. 2. 3. 4. 5. 6. 7.
33. 80.00 Providing and fixing Chevron sign boards made out of 4,681.35 Rupees Four No
1.5 mm aluminium sheet / 3 mm ACP (Aluminium Thousand Six
composite Panel); size 60 x 50 cm as per design of IRC- hundred
67-2012. Pre-treated with phosphating process & acid Eighty One
etching; coated with one coat of epoxy primer and two Paise Thirty

coats of best quality paint; reflectorized with Five only

epoxy
Micro Prismatic Grade retro reflective sheeting of Type-
II as per ASTM D-4956 and latest MOST Specifications;
3.3
mtr long stand post of 75 x 75 x 6 mm / 65NB
circular MS pipe as required and frame fabricated from
suitable size iron angle of 50 x 50 x 5
mm; painted with
best quality
epoxy coatings in black and white bends.
The details of symbol or inscription / numerals for each
board shall be as per the instruction of Engineer-in-
charge. The fixing at site shall be in 1:2:4 CC block of size
45 x 45 x 60 for eachincluding excavation,
leg,
cms
curing etc. complete under the supervision of Engineer-
in-charge. A warranty for IO-year for the Retro reflective

sheeting from original manufacturer & a certified copy

of 3-year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor, (A) Class-C Type-II Retro Reflective
sheeting.

34. 400.00 Providing and erecting a Type-B, "THRIE" Metal Beam 5,035.86 Rupees Five Rmt
Crash Barrier comprising of 3 mm thick corrugated Thousand
sheet metal beam rail, 85 cm above road / ground level, Thirty Five
fixed on ISMC series channel vertical post, 150 x 75 x 5 Paise Eighty

mm spaced 2 m centre to centre, 2 m high with 1.15 m Six Only

below ground level. The vertical post fixing at site shall

be in ordinary cement concrete 1:1h:3 (M-200) grade of
size 35 x 35 x 120 cms for each post including excavation
curing etc. complete. All steel parts and fitments to be
galvanized by hot dip process, all fittings to confirm to
IS: 1367 & IS:1364, metal beam rail to be fixed on the
vertical post with a spacer of channel section 150 x 75 x
5 mm, 550 mm long complete as per MORT&H clause
810 including butt welding to all nuts & bolts &
including 3 mm ACM type reflector 100 mm wide & 4.5
m long, Type-4, Class-B High intensity grade sheeting as
per IRC 67:2012 etc. complete as per instruction of
Engineer-in-charge, Also, radium red / yellow colour
strip of size 100 x 300 mm shall be fixed on vertical front
side of post for better night visibility. The spacer, post,

thrie beam rail shall be cold roll formed & galvanized

with 550
gm / square meter.

Total Cost :-

i.e., Rupees Six Crore Fifty Lakh Five thousand Five hundred Ninety Two Paise Seventy Only

Dated Signature of Deputy xecutive Engineer Executiv Engineer

the Contractor. R & B Sub Division, R & B Division,
ANAND. ANAND.

7 Page 11
BOQ
 77 SBD

BILL OF QUALINTITIES
Preamble

The bill of Quantities shall be read in conjunction with the Instructions to Bidder, Conditions of
Contract, Technical Specifications and Drawings.

2. 'The qåantities given in the Bill of duantities

are estimatedand provisional, and are given to provide a
common basis for bidding. The basis of payment will be the actual quantities of work ordered and
carried oüt, as measured by the Contractor and verified by the Engineer and valued at the rates and
prices tendered in the priced Bill of Quantities, where applicable, and otherwise at such rates and
prices as the Engineer mayfly within the terms of the Contract.
(7
3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as it is otherwise
provided under the Contract, include all constructional plant, layout, supervision, materials, erection,
maintenance, insurance, profit, taxes and duties, together with all, general risks, liabilities and
obligations set out or implied in the Contract.

4. The rates and prices shall be quoted entirely in indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantitiestwhether quantities are stated
or not. The cost of Items against which Contractor has failed to enter a rate or price shall be deemed
to be covered by other rates and prices entered in the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in the items
provided 'in the priced Bill of Quantities, and where no Items are provided the cost shall be deemed to
be distributed among the rates and prices entered forthe related items ofWork.

General direction and descriptions Of work and materials are not necessarily repeated or
summarized in the Bill of Quantities. References to the relevant sections of the contract
documentation shall be. made before entering rates or prices against each item in the Bill of
•Quantities.

8. The method of completed work of payment shall be jn accordance with the specification forRoad and
Bridge works. For building works specifications for building are to be followed.

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to Clause 29 of the
Instructions to Bidder.

10. Rock is defined as all materials Which, in the opinion of the Engineer, required blasting, orthe use of
metal wedges and sledgehammers, or the use of compressed air drilling for its removatrand Which
Cannot be extracted by ripping with a tractor of at least 150kw with a single rear mounted heavy duty
ripper.
 78 SBD

BILL OF QUANTITIES
(A) Percentage Rate Tender (Up to INR 50 Cr. )

Items Description of Item (with brief Quantity Unit Rate .Amount

NO. specification and reference to In figures
book of specifications)

IWe am/are willing to carry out the work at % above/below

percent (Should be written in figures and words) of the estimated rate mentioned above. Amount of my lour
tender works out as under:
Estimated amount put to tender Estimated amount put to tender
Deduct... % below Add ,
...0/0 Above

Net Net

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Items Description of Item (with brief Quantity Unit Rate Amount

No. specification and reference to
book of specifications) In In
figures Words

(A) Total TenderedAmount

(B) Rebate on above tendered amount (if any) % (in figure)
(in words)
(C) Net Tendered Amount (A-B) (in figure)
(in words)...... ,

The Contractor shali exhibit a board with detailed specification anddetails ofwork as directed by
the Engineer-ln-Charge forwhich no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. ofthö work done.
3 GST and Income tax TDSwill be deducted ata source while making payments of bills
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.
G. R: PRC-10/2017 Cement Consumption[16/C Daté:11/05/2017 as stated inS,OR. therefore in
R.C.C. items where there is a change as per actual mix design the costof difference of cement
consumption have been deducted from the rate of original item at the rate of input rate mentioned
in all the tender.
 79 SBD

SECTION -8
SECURITIES AND OTHER FORMS
 80 SBD

BID SECURITY BANK GUARANTEE

WHEREAS, (name of Bidder) (hereinafter

called the "The Bidder") has submitted his bid Dated (Date)
for the construction of (Name of Contractor
hereinafter called "the Bid)

KNOW ALL PEOPLE by these presents that We

(name of Bank) of (name of country) having our
registered office at ( hereinafter called "the bank)

are bound unto (name of Employer)

(hereinafter called "The Employed') in the sum of for which payment weft

and truly to 'be made to the said Employei the Bank itself, his successors and assigns by these presents.

SEALED with the Common Seal ofthe said Bank this day of 20

THE CONDITIONS ofthese obligations are:

If after Bid opening the Bidder withdraws his bid during the period of Bid validity specified in the

Form of Bid;

OR

(2) If the Bidder has been notified of the acceptance of his bid by the Employer during the period of Bid

Validity:

A Fails or refuses to execute the Form ofAgreement in accordance with the Instructions to Bidders,
if required; or

B. Fails or refuse to furnish the Performance Security, in accordance with the Instructions to
Bidders; or

C. does not accept the correction of the Bid Price pursuant to Clause 27
(Correction of Errors)

We undertake to pay to the Employer up to the above amount upon receipt of his first written
demand, without the employer having to substantiate his demand, provided that in his demand the

Employerwill note that the amount claimed by him is due to him owing to the occurrenceof one or any
ofthe three conditions, specifying the occurred conditions or conditions.
 81 SBD

This Guarantee will remain in force up to and including the date days

after the deadline for submission of Bids as such the deadline is stated in the Instructions to Bidders or
as it may be extended by the Employer, notice of which extension (s) to the Bankis hereby waived,
Anydemand in respect ofthis guaranteeshould reach the Bank not laterthan the above date.

DATE SIGNATURE

WITNESS SEAL

(Signature, name and address)

The Bidder should insert the amount of the guarantee in words änd figures denominated in
Indian Rupees, This figure should be the same as shown in Clause 16.1 (Bid Security) of the

.
Instructions to Bidders,

45 days after the end of the validity period of the Bid. Date should be inserted by the

Employer before the Bidding documents are issued.

 82 SBD

PERFORMANCE SECURITY
(NameofEmployer)
(Address of Employer)

WHEREAS (name and

address of contractor) (hereafter called 'the Contractor") has undertaken, in pursuance of Contracts
No, dates to execute

(name of Contract and brief description of Works) (hereinafter called

"The Contract")

AND WHEREAS it has been stipulated by you in the said Contract that the Contractor shall furnish you with a
Bank Guarantee by recognized bank for the •sum specified therein as security for compliance with his
obligation in accordance with the Conträtt.
AND WHEREAS we have agreed to give the Contractors such a bank Guarantee:

NOW THEREFORE we hereby affirm that we are the Guarantor and responsible to you on behalf of the
Contractor, upto.atotalof (amount of guarantee)*
(in words), such sum being
payable in types and proportions of currencies in which the Contract prices is payable, and we undertake
to pay you, upon your first written demand and without cavil or argument, any sum or sums within the
limits of (amount of guarantee) as aforesaid without
your needing to prove or to show grounds or reasons for your demand for the sum specified therein.

We hereby waive the necessity of yourdemanding the said debt from the contractor before presenting is with
the demand.
We further agree or addition to or other modification of the terms of the Contract to of the
that no change

Works to be performed thereundér or Of any of the Contract documents which may be made between your
and the Contractor shall in any way release us from any liability under this guarantee, and we hereby waive
notice of any such charge, addition or modifications.

This guarantee shall be valid until 60 days from the date of expiring ofthe Defect Liabilities period.

Signature and Seal Ofthe guarantor

Name of Bank

Address
Date

An amount shall be inserted by the Guarantor, representing the percentage the Contract price specified
in the Contract denominated in Indian Rupees.
 83 SBD

ADDITIONAL PERFORMANCE SECURITY

[Clause 34,1.

TO, (Name of Employer)

(Address of Employer)

WHEREAS (name and address of contractor)

(hereafter called "the Contractor") has undertaken, in pursuance of Contracts Nov
dates to execute
(name of Contract and brief description ofWorks) (hereinafter called "The Contract")

AND WHEREAS it has been you in the said Contractthat the Contractor shall furnish
stipulated by

you with a Bank Guarantee by a recognized bank for the sum specified therein as security for compliance
with his obligation in accordance with the Contract.

AND WHEREAS we have agreed to give the Contractors such a bank Guarantee:

NOW THEREFORE we hereby affirm that We are the Guarantor and responsible to
you on behalf of the
Contractor, uptoatotälof (amount of
(in words), such sum being
payable in types and propodions of currencies in which the Contract prices is payable, and we undertake
to pay you, upon your first written demand and without cavil or argument, any sum or sums within the
limits of (amount of guarantee) as aforesaid without your
needing to prove or to show grounds or reasons for your demand for the süm specified therein.

We hereby waive the necessity of your demanding the said debtfrom the contractor before presenting is with
the demand.

We further agree that no change or addition to or other modification of the terms of the Contract to of the
Works to be performed thereunder or of any of the Contract documents which may be made between

your and the Contractor shall in any way release us from any liability under this guarantee, and we hereby
waive notice of any such charge, addition or modifications,

This guarantee shall be valid until 28 days from the date of expiring of the DefectLiabilities period.

Signature and Seal ofthe guarantor

Name ofBank
Address

Date
 84 SBD

BANK GUARANTEE FOR ADVANCE PAYMENT

TO, (Name of Employer)

(Address of Employer)

(Name of Contractor)

Gentlemen:

In accordance with the provisions of the Conditions of Contracti sub-clause 51.1 ("Advance
Payment") of the above mentioned Contract, (name and address of
Contractor) (hereinafter called "the Contractor") shall deposit with
(name of Employer) a bank guaräntee his proper and faithful performance under the said Clause of the
Contract in an amount of (amount of Guarantee)*
in words).
o
We, the (bank of financial institution), as
instructed bythe Contractor, agree unconditionally and irrevocably to guarantee as primary obligator and not
as Surety merely, the payment to (name of Employer) On
his first demandwithout whatsoever right of obligation on our part änd without his first claim to the Contractor,
in the amount not. exceeding (amount of guarantee)*
(in words)

We further agree that no change oraddition to or Other modifications of the terms of the Contractor or
Works to be performed thereunder or of any of the Contract documents which may be made between
(name of Employer) and the Contractor, shall in
any way release us from any liability under this guarantee, and we hereby waive notice of any such change,
addition or modifications.

o
This guarantee shall remain valid and in full effect from the date•of the advance payment under the Contract
until (name of employer) receives full repayment of the
same
amount from the contractor.

YOURSTRULY
Signature and Seal

Name of Bank

Address

Date

An amount shall be inserted by that Bank or Financial Institution representing the amount of the
Advance Payment, and denominated in Indian Rupees.
 85 SBD

Letter of Acceptance
(Letter head paper of the Employer)

(Date)

TO, (Name and address ofContractor)

Dear. Sirs,

This is to notify you that your Bid dated for execution of

the (Name of the contract and identification number, as.given in

the Instructions to Bidders) for the Contract Price of Rupees

(amount in words and figures) as

corrected and modified in accordance With the Instructions to Bidders* is hereby accepted by our agency

You are requested to furnish performance security, in the form detailed in. para 34.1 of ITB for an

amount equivalent to Rs. within 10 days of the receipt of this letter of

acceptance up to beyond 60 days from the date of expiry of defects Liability period i.e. up to
and the Additional Performance Security for an amount equivalent to Rs.

shall be valid beyond 28 (twenty-eight) days of Project Completion Date i.e. up

to and sign the contract,failing which action as stated in Para 34.3 of ITB will be taken.

Your's Faithfully

Authorized Signature

Name and title of Signatory

Name of Employer

Delete "Correctedand" or and modified if only one ofthese actions applies. Delete as corrected and modified
in accordance with the Instructions to Bidders, if corrections or modifications have not been affected.
 86 SBD

ISSUE OF NOTICE TO PROCEED WITH THE WORK

(Letterhead of the Employer)

(Date)

TO, (Name and address of Contractor)

Dear Sirs,

Pursuant to
your furnishing the requisite security in ITB Clause 34.1 and signing of the Contract for the

construction of

ata bid Price of Rs.

You are hereby instructed to proceed with the execution of the sajd works in accordance with the

contract documents.

Your's Faithfully

o
(Signature, name and title of signatory
authorized To sign on behalf of Employer)
 87 SBD

AGREEMENT FORM
This agreement, made on the day of between
(name and address of Employer) (Hereinafter called
"the Employer) and (name and address of contractor)
hereinafter called "the Contractor" of the other pact.

Whereas the Employer is desirous thatthe Contractor execute

Name and identification number of contract (hereinafter called "the works") and the employer has accepted

the Bid by the Contractor fpr the execution and completion of such works and the remedying of any defects
therein, ata cost of Rs.

NOW AS FOLLOWS

In this Agreement, words and expression shall have the

samemeanings as are respectively ässigned
to them in the conditions of contract hereinafter referred to and they shall be deemed to form and be

read construed as part of this Agreement.

2. In Consideration of the payment to be made by the Employer to the contractor

as hereinafter
mentioned, the Contractor hereby covenants with the Employer to executive and complete the works

and remedy any defects therein in conformity in all aspects with the provisions of the contracts.

3. The employer hereby covenants to pay the Contractor in consideration of the execution and
completion of the works and the remedying the defects wherein contract price or such other sum as

may become payable under the provisions ofthe Contract at the times and in the manner prescribed
by the contract.

4. The Hollowingdocuments shall be deemed to form and be ready and construed as part of this

Agreement viz

letterofAcceptance

Notice to proceed with theworks:

(iii ) Contractor's Bid

 88 SBD

(iv) Conditions of contract: General and Special

Contract Data

(vi) Additional conditions

(vii ) Drawings

(viii) Bill ofQuantities and

(bc) Any other documents listed in the Contract data as forming part of the Contract.

In witness whereof the parties there to have caused this Agreement to be executed the day and year

first before written,

O
The Common seal of

Was hereunto affixed in the presence of :

Signed, sealed and Delivered by the said

In the presence of

Binding signature of Employer

Binding Signature of Contractor

 89 SBD

UNDERTAKING
(For Investment)

l, the undersigned do hereby undertake that our firm MIS

would invest a minimum cash up to 25% of the value of the

work during implementation of the contract.

(Signed by anAuthorized Officer of the Firm)

(Title of Officer)

(Name of Firm)

Date

.1
 90 SBD

UNDERTAKING
(For Validity)

l, the undersigned do hereby undertake that our firm M/s

agreeto abide by this bid for a period days

for date fixed for receiving the same and it shall be binding on us and may be accepted at any time before the

expiration of that periods

(Signed by an Authorized Officer of the Firm)

(Title of Officer)

(Name of Firm)

Date

O
 SBD

SECTION-9
DRAWINGS
 92 SBD

SECTION -
10
DOCUMENTS TO BE FURNISHED
BY BIDDER