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Tender Value
₹49.0 L
EMD Value
₹50,000
Closing Date
7 Sept 2026, 6:00 pm
Executive Engineer, R&B Division, Bhuj
Construction of Protection work on Various Road under Jurisdiction of Mandvi Sub Division (1) Dedhiya Kotdi Boha Road between ch. 10/00 to 11/00, (2) Dedhiya Kotdi Boha Road between ch. 00/00 to 01/00 & (3) Gadhsisha - Halapar Road between ch. 00/00 to 01/00 Ta.Mandvi Dist.Kachchh
337372
40 For 2026-27
Open
Repair and Maintenance
Works
Kutch
11 documents required · 11 mandatory
₹1,500
Executive Engineer, R and B Division, Bhuj
₹50,000
21 Aug 2026
21 Aug 2026
21 Aug 2026
7 Sept 2026
21 Aug 2026
Name of work :-
Construction of Protection work on Various Road under Jurisdiction of
Mandvi Sub Division (1) Dedhiya Kotdi Boha Road between ch. 10/00 to 11/00,
(2) Dedhiya Kotdi Boha Road between ch. 00/00 to 01/00 & (3) Gadhsisha -
Halapar Road between ch. 00/00 to 01/00 Ta.Mandvi Dist.Kachchh
Bill of Quantity
Memorandum showing items of works to be carried out.
It. Qty. Item of work Estimated Rates Unit Total amount according
It. Qty. Item of work Estimated Rates Unit Total amount according
No. Estimated In Figures In Words
to estimated Quantities
1 1202.33 Excavation for foundation upto 1.5 122.93 Rupees One Cmt
m depth including sorting out and Hundred
stacking of useful materials and Twenty Two
disposing off the excavated stuff And Paise
upto 50 Meter lead.(A) Loose or soft Ninety Three
2 400.17 Excavation for foundation for depth 136.29 Rupees One Cmt
from 1.5 m to 3.0 m including Hundred Thirty
sorting out and stacking of useful Six And Paise
materials and disposing off the Twenty Nine
excavated stuff upto 50 Meter Only
lead.(A) Loose or soft soil
3 232.27 Providing and filling in foundation 3327.08 Rupees Three Cmt
with ordinary Cementconcrete M- Thousand
100 mix and providing necessary Three Hundred
vertical pinheaders including Twenty Seven
formwork, vibrating, ramming and And Paise
curingcomplete. Eight Only
4 489.88 Providing and laying cement 4440.97 Rupees Four Cmt
concrete 1:2:4 (1- Cement : 2- Thousand Four
Coarse sand : 4- graded stone Hundred Forty
aggregates 20 mm nominal size) And Paise
and curing complete including cost Ninety Seven
of formwork in (A) Foundation and Only
5 462.50 Providing TMT Bar FE 500D 77.28 Rupees kg
reinforcement for R.C.C. work Seventy Seven
including bending, binding and And Paise
placing in position complete upto Twenty Eight
floor two level Only
6 880.35 Filling available excavated earth 136.91 Rupees One Cmt
(excluding rock) in trenches. Hundred Thirty
plinth, sides of foundations etc. in Six And Paise
layers not exceeding 20 cm. in Ninety One
depth consolidating each Only
disposited layer by ramming and
It. Qty. Item of work Estimated Rates Unit Total amount according
It. Qty. Item of work Estimated Rates Unit Total amount according
No. Estimated to estimated Quantities
but may be In Figures In Words
7 208.00 Type - B, "THRIE" : Metal Beam 4185.44 Rupees Four Rmt
Crash Barrier (Providing and Thousand One
erecting a "Thrie" metal beam crash Hundred
barrier comprising of 3 mm thick Eighty Five
corrugated sheet metal beam rail, And Paise
85 cm above road/ground level, Forty Four Only
fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm
spaced 2 m centre to centre, 2 m
high with 1.15 m below ground
level, all steel parts and fitments to
be galvanised by hot dip process,
all fittings to conform to IS:1367
and IS:1364, metal beam rail to be
fixed on the vertical post with a
space of channel section 150 x 75 x
5 mm, 546 mm long complete as
per clause 811)
8 647.66 Providing and laying rubble for 1083.81 Rupees One Cmt
appron (each stone weighting not Thousand
less than 40Kg.) including and Eighty Three
packing and filing in the And Paise
interestices with quarry-spalls. Eighty One
9 6.00 Hazard Marker Sign :-Providing and 3666.30 Rupees Three Nos.
fixing sign boards made out of 2.0 Thousand Six
mm aluminium sheet / 4 mm ACP Hundred Sixty
(Aluminum composite Panel); size Six And Paise
90x30 cms. rectangular as per Thirty Only
design of IRC-67-2012. Pre treated
with phospheting process & acid
etching; coated with one coat of
epoxy primer and two coats of best
quality epoxy paint ;reflectorised
with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per
ASTM D-4956 and latest
M.O.S.T.Specifications; 1.8mtr long
stand post of 75 x 75 x 6mm /
65NB Circular MS Pipe as required
and frame fabricated from suitable
size iron angle of 35 x 35 x 3mm;
painted with bestquality epoxy
coatings in black and white bends.
The details of symbol foreach board
shall be as per theinstruction of
engineer in charge. The fixing at
site shall be in 1:2:4 CC blockof
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 10 years for the Retro reflective
Rupees Forty Nine Lakh(s) One Thousand Four Hundred Forty Five And Paise Twenty Seven Only
It. Qty. Item of work Estimated Rates Unit Total amount according
It. Qty. Item of work Estimated Rates Unit Total amount according
No. Estimated to estimated Quantities
but may be In Figures In Words
*Estimated amount *Estimated amount
Put to tender Rs……………………… Put to tender Rs………………………
Deduct : ………% below Add : ………% above
Net Rs……………………… Net Rs………………………
In words ……………………………… In words ………………………………
*(please strike out whichever is not applicable)
Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of
Division or as directed.
Note-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and
hold good for work under all conditions, site, moisture, weather etc.
Note-5 Testing Charges for the quality of material shall be recovered as per SBD
Note-8 pnMU VG[ BF6 lJEFU4 ;lRJF,I4 UF\WLGUZGF 9ZFJ S|DF\So V[DPV[DPVFZPv !!Z___vZ_!#vK4 TFP!q)qZ__$ YL
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Note-9 Labour Cess shall be recovered as per SBD
Note-10 Quantity of items may reduce or increase as per work execution.
Note-11 p5ZMST SFD SM.56 SFZ6;Z D\H]Z q GFD\H]Z SZJFGL ;œF ;CL SZGFZ VlWSFZLGL VAFlWT ZC[X[P
Note-13 In RCC items where there is change of grade mix or change as per actual mix design the difference of
cement consumption shall be deducted from rate of original item at the rate of star rate mentioned in
tender. However for Increase in quantity of cement no additional payment shall be made.
Note-14 For earthquake resistance provision the work shall be carried out as per the instruction of Engineer in-
Note-16 CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZGF SFDM AFAT[ ;ZSFZzLGF DFP VG[ DP lJEFU4 UF\WLGUZGF 5lZ5+
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Signature of Contractor Executive Engineer
R&B Division, Bhuj
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details.html
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Additional Instructions.pdf
BOQ.pdf
Bridge Booklet(1).pdf
Bridge Booklet(2).pdf
BUILDING SPECIFICATIONS BOOK.pdf
GR.pdf
Morth Specifications.pdf
ROAD WORK Booklet - 1.pdf
ROAD WORK Booklet - 2.pdf
SBD Book.pdf
Spe. Index.pdf
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