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Tender Value
₹8.9 Cr
EMD Value
₹8.9 L
Closing Date
12 Aug 2026, 6:00 pm
Executive Engineer, Gir Somnath Irrigation Division, Veraval Ishvar Complex, 3rd Floor, A-Wing, Opp. Reliance Mall, Veraval-Junagadh Road, Veraval-362265
Providing Coastal Protection Work/Sea Wall To Combat Erosion Of Sea Coast Near Village Sutrapada Bandar Of Sutrapada Taluka Of Gir Somnath District.
324418
Tender Notice No-13 2026-27
Open
Civil - All
Works
Gir Somnath
11 documents required · 11 mandatory
₹12,000
Executive Engineer, Gir Somnath Irrigation Division,Veraval
₹8.9 L
15 Jul 2026
15 Jul 2026
15 Jul 2026
12 Aug 2026
15 Jul 2026
BILL OF QUANTITIES
(A) Percentage Rate Tender (Up to INR 50 Cr. )
Item Description of Item (with brief Quantity Unit Rate In Amount
No specification and reference to book of figures
specifications)
1 Excavation in all sort of strata and 12028.00 Cum. 79.00
formations incl. depositing the unuseful
excavated stuff as and where directed
incl.sorting and stacking useful
materials in measurable conditions as
directed upto 200mt lead and all lift etc.
complete incl. dewatering. (A) IN
OVERBURDEN INCL. HARD
2 Supplying & Laying trap rubble stone of 9018.00 Cum. 1558.81
10 to 100 Kg. weight for toe & core fillng
including conveying and stacking to
required line, level, slope section
including all leads & lifts conveying
materials from stacks and laying etc.
3 Supplying & Laying trap rubble stone of 8967.00 Cum 1661.20
100 to 200 Kg. weight for toe & core fillng
including conveying and stacking to
required line, level, slope section
including all leads & lifts conveying
materials from stacks and laying etc.
4 Supplying & Laying trap Rubble Stone 3679.00 Cum. 1831.66
1.0 to 2.0 tone in weight for toe & core
filling including conveying and stacking to
required line, level, slope section
including all leads & lifts conveying
materials from stacks and laying etc.
5 Supplying & Laying trap rubble stone of 3369.00 Cum 1248.12
Up to 10 Kg. in weight for toe & core fillng
including conveying and stacking to
required line, level, slope section
including all leads & lifts conveying
materials from stacks and laying etc.
6 Casting design mix M30 grade PCC 4334.00 Cum 8625.63
tetrapods/dollose weighing upto 25 tonne
using minimum cement 405 kg/cum and
graded crushed stone aggregates 40mm
nominalmaximum size for laying in
section of breakwater or such other
structure including cost of formwork,
admixture (superplasticizer) @ 0.4 % of
weight of cement, vibrating, curing,
finishing etc. Complete.
7 Labour charges for placing of CC 4334.00 Cum 1625.31
Tetrapods/Dollose/blocks weighing upto
25 tonne in the section of breakwater or
such other structure, laying in position as
shown in the drawing or as directed
includingloading at casting yard,
transporting, unloading at work site and
all labour, machinery such as cranes,
dumpers, trucks, trailers etc. Complete.
8 Provision for Mobilization and 44427573.9 L.S. 0.05
Demobilization of All Required
Construction Machinery, Equipment, and
Ancillary Facilities for harbour project
works such as jetty, wharf, breakwater
etc. (5% of total estimated cost)
9 Providing and laying 15 cm thick STONE 1116.00 Sqmt 166.00
SOLING below apron using stone
weighing not less than 20 Kg or as
specified as per design and drawing incl
handpacking etc complete with all lead
10 Prov. and Laying in position Controlled 324.00 Cum 4540.00
cement concrete using cement, sand and
crushed aggregate by mass and machine
mix for R.C.C/CC work including
necessary formworks centering
scaffolding compaction by mechanical
vibrator,curing as directed with all lead &
lift etc complete Excluding the cost of
reinforcement but filling the expantion
joint with asphalt. FOR WEARING
COATS Concrete grade M-20 and MSA-
11 Excavation in all sort of strata and 475.00 Cum 176.00
formations incl. depositing the unuseful
excavated stuff as and where directed
incl.sorting and stacking useful materials
in measurable conditions as directed
upto 200mt lead and all lift etc. complete
incl. dewatering. (B) IN SOFT ROCK.
I/We 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 /our tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
In words In words
(B) For Item Rate Tender (For above INR 50 Cr.):
Item Description of Item Quantity Unit Rate Amount
No (with brief specification
and reference to book of In In
specifications) figures Words
(A) Total Tendered Amount
(B) Rebate on above tendered amount (if any) % (in figure) ………………………………
(C)Net Tendered Amount (A-B) (in figure) ………………………………
1 The Contractor shall exhibit a board with detailed specification and details of work as
directed by the Engineer-In-Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a 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.: No. MIS 102010/17/K1, dtd. 30/07/2018 as stated in S.O.R. therefore in R.C.C.
items where there is a change as per actual mix design the cost of difference of cement
consumption have been deducted from the rate of original item at the rate of input rate
mentioned in all the tender.
Signature of Contractor Executive Engineer,
Gir Somnath Irrigation Division,
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1a.SBD Sutrapada - Part-1.pdf
1b.Technical Specification - Part-2.pdf
1c.Itemwise Detailed Specification - Part-3.pdf
BOQ.pdf
Tender Notice Sutrapada No.13 of 2026-27.pdf
Drawing-1 (2).pdf
Drawing-1 (3).pdf
Drawing-1 (1)_.pdf
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