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Tender Value
₹22.2 L
EMD Value
₹23,000
Closing Date
3 Jul 2026, 6:00 pmClosed
the Executive Engineer, R & B Division, Mehsana
M&R to Various Road of Visnagar-1 Section Under R & B Sub Div. Visnagar ( Pro. Durung Monsoon Work-2026 )
317572
3 FOR 2026-2027 S.N. -5
Open
Civil Works - Roads
Works
Mehsana
6 documents required · 6 mandatory
₹900
Executive Engineer, R&B Division, Mehsana
₹23,000
25 Jun 2026
25 Jun 2026
25 Jun 2026
3 Jul 2026
25 Jun 2026
It. No. Description of item Quantity Unit Rate Total Amount
It. No. Description of item Quantity Unit Rate Total Amount
In Figures In words
1 Labour charges - Mate 520.00 Nos 514.09 Rupees Five Hundred
Fourteen And Paise Nine
2 Providing & engaging Hydraulic Excavator machine (J.C.B.) for 784.00 Hour 718.98 Rupees Seven Hundred
Excavation work, jungle cutting, dismantling road crust, clening water Eighteen And Paise Ninety
way & removing debries and leveling the ground etc. Under R & B Sub Eight Only
Division, Visnagar (Rate shall be Inclusive of all machinery, Driver, Fuel,
oil, labour and operation cost)
3 Collecting Carting and Staking of M/C B.T. Stone Aggregate (40 mm to 51.00 Cmt 987.08 Rupees Nine Hundred
63 mm Size) including Filling the Boxes etc Complete at Site of Work. Eighty Seven And Paise
Under R & B Sub Division Visnagar. Eight Only
4 Collecting Carting and Staking of M/C B.T. Stone Aggregate (25 mm to 30.00 Cmt 960.23 Rupees Nine Hundred
40 mm Size) including Filling the Boxes etc Complete at Site of Work. Sixty And Paise Twenty
Under R & B Sub Division Visnagar. Three Only
5 Collecting Carting and Staking of M/C B.T. Stone Aggregate (10 mm to 30.00 Cmt 1027.04 Rupees One Thousand
20mm Size) including Filling the Boxes etc Complete at Site of Work. Twenty Seven And Paise
Under R & B Sub Division Visnagar. Four Only
6 Collecting Carting and Staking of M/C B.T. Stone Aggregate (6 mm to 10 30.00 Cmt 958.59 Rupees Nine Hundred Fifty
mm Size) including Filling the Boxes etc Complete at Site of Work. Eight And Paise Fifty Nine
Under R & B Sub Division Visnagar. Only
7 Collecting Carting and Staking of M/C B.T. Stone Dust including Filling 30.00 Cmt 705.26 Rupees Seven Hundred
the Boxes etc Complete at Site of Work. Under R & B Sub Division Five And Paise Twenty Six
8 Collecting Carting and Staking of M/C B.T. Quarry Spall including Filling 51.00 Cmt. 684.05 Rupees Six Hundred
the Boxes etc Complete at Site of Work. Under R & B Sub Division Eighty Four And Paise Five
9 Collecting Carting and Staking of Coarse Sand including Filling the Boxes 30.00 Cmt. 605.22 Rupees Six Hundred Five
etc Complete at Site of Work. Under R & B Sub Division Visnagar. And Paise Twenty Two
10 Providing & Supplying of Readymade Bituminous Cold Mix Pothole 6250.00 Kg 28.28 Rupees Twenty Eight And
material for B.T Surface patch using medium curing cut back Bitumen Paise Twenty Eight Only
MC-800 at the Rate of 5.6% of total mix and it shall be confirming
to IS:217 specification, including heating the material as
specified in section -4 also include , transportation,
labours and aal machieneries etc.as directed
11 Providing and laying cement concrete 1:2:4 (1 cement; 2 coarse sand; 4 15.00 Cmt. 3587.13 Rupees Three Thousand
graded stone aggregate 20mm nominal size ) and curing complete Five Hundred Eighty
excluding cost of form work in (A)Foundation and plinth. Seven And Paise Thirteen
12 Engaging Vibrator Roller of 8 to 10 tonne capacity as per instructions of 256.00 Hour 850.79 Rupees Eight Hundred
Engineer in charge.((Rate shall be Inclusive of all machinery, Driver, Fuel, Fifty And Paise Seventy
oi;, labour and operation cost) Nine Only
13 Annual rate for hire charges of tractor with trolly for works as directed by 50.00 Day 1677.63 Rupees One Thousand Six
engineer in charge (Rate shall be Inclusive of all machinery, Driver, Fuel, Hundred Seventy Seven
oi;, labour and operation cost) Under R & B Sub Division Visnagar And Paise Sixty Three Only
14 Providing and fixing pre-cast concrete kerb stone of gray cement based 250.00 Rmt 404.05 Rupees Four Hundred Four
concrete block 30cm length,30cm height and 15cm thick of M200 grade And Paise Five Only
concret as per approved design and including excavation for fixing in
proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand)
15 Supplying 100m thick graded stone aggregate to wet mix macadam 105.00 Cmt 1274.62 Rupees One Thousand
specification including premixing the material with water at OMC Two Hundred Seventy
in mechanical mix plant carraige of mixed material by tipper With all Four And Paise Sixty Two
lead and lift etc. comp. Only
16 Supplying WBM 150 mm thickness of B.T. M.C. metal of size 45 to 63 51.00 Cmt 1388.75 Rupees One Thousand
mm size including using 20% grit stone screening & stone dust as Three Hundred Eighty
filler with all lead and lift etc. complete. Eight And Paise Seventy
17 Providing and laying rubble for appron ( eath stone weight not less 51.00 Cmt 985.34 Rupees Nine Hundred
than 40 Kg. ) including packing and filling in the interestics with Eighty Five And Paise
quarry spalls. Thirty Four Only
18 Earthwork for embankment including breaking clods, dressing with 225.00 Cmt 157.91 Rupees One Hundred Fifty
all lead and lift (excluding watering and consolidation) (C) From Seven And Paise Ninety
Borrow area within 1.0 Km.lead One Only
It. No. Description of item Quantity Unit Rate Total Amount
It. No. Description of item Quantity Unit Rate Total Amount
In Figures In words
19 Supplying of GSB Gr - I coarse graded material using B.T Metal 105.00 Cmt 1159.48 Rupees One Thousand One
26.5mm to 53 mm @ 35 % ,26.5mm to 4.75mm 45% & Below Hundred Fifty Nine And
2.36mm 20 % with all Lead and Lift Paise Forty Eight Only
20 Charges for Cleaning & Finishing road side by removing of ganda 9.00 Km 14797.51 Rupees Fourteen Thousand
bavals,akadas,bordies,grass up to 1.50 m on Both side road from outer Seven Hundred Ninety
B.T edge line of road and trimming tree branches up to 3.00 mtr height Seven And Paise Fifty One
from both side road surface incl. Derooting by JCB machine and finishing Only
with man throwing away all stuff branches etc with all lead and lift with
all materials and labour etc complete as per directed.
Total Bid Price (in Figure)
(in words) Rupees Twenty Two Lakh(s) Twenty Two Thousand Five Hundred Forty Four
And Paise Fifty Seven Only
I/We am/are willing to carry out the work at ___________% above/below the (percentage should bewritten in figure and words only) Estimated
rates as mentioned above,amount of my/our tender works out as under.
Estimated Amount Estimated Amount
Put to Tender: RS. Put to Tender: RS.
Net : RS. Total : RS.
In Words RS. In Words RS.
(Please Strike out whichever is not applicable)
1 All work shall be carried out as per public works Department Handbook and other specification of Division or as directed.
2 All the column is schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under
3 Rates quoted include clearance od site (Prior Commencement of work and as its close) in all respects and hold good for work under all
conditions,site,Moisture,weather etc.
4 To be continued on additional sheets,if found necessary.
Dy. Executive Engineer Executive Engineer
R&B Sub Division R&B Division
Signature of contractor Visnagar Mehsana
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
2.GR to be attached with DTP_SBD.pdf
Detail Specification during V1.pdf
ROAD WORKS SPECIFICATIONS.pdf
Schedual B Durig mon soon V1.pdf
Specification index During monsoon V1.pdf
Testing Schedule during monsoon v1.pdf
SBD BOOK_0001.pdf
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