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Tender Value
₹50.0 L
EMD Value
₹51,000
Closing Date
3 Oct 2026, 6:00 pm6d left
Executive Engineer, Panchayat R&B Division Mehsana
Construction of Compound Wall at Kansa Village, Ta. Visnagar Dist. Mehsana
348848
19 of 2026-2027 SN.4 Visnagar
Open
Civil - All
Works
Mehsana
5 documents required · 5 mandatory
₹2,400
Executive Engineer, Panchayat R&B Division, Mehsana
₹51,000
24 Sept 2026
24 Sept 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
Construction of Compound Wall at Kansa Village, Ta. Visnagar Dist. Mehsana
QUANTITY STATEMENT
It. Description of Item (with brief specification Estimated rate
Quantity Unit Rate In Amount
No. and reference to book of specifications) In words
1 Excavation for foundation upto 1.5 mt.depth 270.00 Cum. 122.99 Rupees One
including sorting out and stacking of unuseful Hundred
materials and disposing off the excavated stuff and Paise
upto any lead. (A) Loose or soft soil Ninety Eight
2 Excavation for foundation upto 1.5 mt.depth 513.00 Cum. 157.08 Rupees One
including sorting out and stacking of unuseful Hundred Fifty
materials and disposing off the excavated stuff Paise Seven
upto any lead. (A) Loose or soft soil Only
(Dense/Hard soil)
3 Providing and laying cement concrete 1:3:6 (1- 54.00 Cum. 2968.91 Rupees Two
Cement : 3- coarse sand : 6- hand broken stone Thousand Nine
aggregates 40 mm nominal size) and curing Eight and Paise
complete excluding cost of formwork in (A) Ninety Only
Foundation and Plinth
4 Brick work using common burnt clay building 689.43 Cum. 3455.27 Rupees Three
bricks having crushing strength not less than Thousand Four
35 kg./Sq.Cm. in foundation and plinth in Five and Paise
Cement Mortar 1:5. (1-Cement : 5 -fine Twenty Seven
sand)(B) Conventional Only
5 Filling available excavated earth (excluding 311.85 Cum. 136.92 Rupees One
rock) in trenches, plinth, sides of foundations Hundred
etc. in layers not exceeding 20 cm in depth Paise Ninety
consolidating each deposited layer by ramming One Only
6 Providing and laying cement concrete work 63.00 Cum. 5203.52 Rupees Five
1:2:4 (1-Cement : 2- Coarse sand : 4- graded Thousand Two
stone aggregates 20 mm nominal size) and and Paise Fifty
curing complete including cost of formwork Two Only
but exculding cost of reinforcement for
reinforced concrete work in (B) coping, Lintels,
RCC bend, Beams, upto floor two level as
directed by engineer incharge.
7 Providing TMT Bar FE 500/500D 6300.00 kg 77.29 Rupees
reinforcement for R.C.C. work including Seventy Seven
bending, binding and placing in position Twenty Eight
complete upto floor two level Only
8 Providing 15 mm thick Mala cement plaster in 1422.00 smt 165.31 Rupees One
single coat on fair side of brick / concrete wall Hundred Sixty
for interior plastering upto floor two level & Thirty Only
finished even and smooth : (ii) C M 1:4 (
cement 4 sand) (A) Ground Floor
9 Providing 20mm thick sand faced plaster on 1239.19 smt 321.10 Rupees Three
walls upto height 10 meters above ground level Hundred
consisting of 12mm thick backing coat of cm and Paise Nine
1:3 (1 cement:3 sand) and 8mm thick finishing Only
coat of cm 1:1 (1 cement:1 sand) etc complete.
10 White washing with lime on wall surface (three 2661.19 smt 18.58 Rupees
coats) to give an even shade including Eighteen and
thoroughly booming the surface to remove all Eight Only
dirt, dust; mortar drops and other foreign
matter etc complete
11 Finishing wall with water proofing cement 2661.19 smt 98.32 Rupees Ninety
paint of on wall surfaces (Three coats) to give Eight and Paise
an approved brand and manufacture and of Only
required shape even shade after thoroughly
brushing the surface to remove all dirt and
remains of loose powered materials.
12 Providing and fixing of 75 mm diameter and 40.00 Rmt 280.23 Rupees Two
350 mm long pipe for wheep hole in compound Hundred
wall made out of 10.0 Kg. F/Cm2 working Paise Twenty
pressure polythene pipes of the following Three Only
outside Dia. Low densidy, complete with
special falnge compression type fittings, wall
clipsetc. including making good the wall as
directed by engineer in charge. (F) 75mm
13 Providing and fixing decorative entrance gate 1134.00 Kg 156.55 Rupees One
made out of various mild steel tabular section Hundred Fifty
and MS angle, chanel, flat, plate, combination. Fifty Five Only
The entrance gate should be fixed at compound
wall including pattern and die making, cutting,
welding, grinding, fabrication, fixing in position
at compound wall with necessary pedestal,
bearing block and other locking arrangement.
The entrance gate should be painted with two
coats of priming coat of paint, and two coat of
oil paint including minior civil work etc.
complete. The decorative entrance gate with
GGGNB logo shall be as per detail design and
instruction of engineer incharge.
14 Providing and fixing of 600mm Spiral razor wire 600.00 Rmt 591.86 Rupees Five
security barrier, is a spiral razor barbed fence, Hundred
where razor concertina wire suite spiral coils Ninety One and
which are interconnected at several points in a Paise Eighty
certain pattern made of stainless steel blade. Two
pieces of stainless steel razor wire or zinc-coated
razor wire can be bounded together by clips to
make fence which includes necessaery fabrication
erecation at site. Providing and fixing concertina
coil fencing with punched tape concertina coil
600mm dia 10meter openable length (total length
90meter) having 50nos round per 6meter length
up to 3m height of wall with MS 40 mm X 40 mm X
5 mm angle iron 'Y' shaped placed 2.4m or 3.0m
apart and with 9 horizontal R.B.T. reinforced arbed
wire, stud tied with G.I. staples and G.I. clips to
retain horizontal, including necessary bolts or G.I.
barbed wire tied to angle iron, all complete as per
direction of Engineer-incharge, with reinforced
barbed tape (R.B.T)/ spring core (2.5mm thick)
wire of high tensile strength of 165kg/sq.mm with
tape (0.52mm thick) and weight 43.478 gm/meter
etc complete including fixing and paing of Y type
bracket having 500 mm long both arms and
mm vertical member at every 2mtr c/c distance
with minior civil work as directed by engineer in
Rupees Fifty Lakhs One Thousand Six Hundred Thirty Nine and Paise Three Only
I/We am/are willing to carry out the work at… % above/below percent(Should be written in igures
and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.
Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............
Signature of Contractor
Deputy Executive Engineer Executive Engineer
Panchayat R & B Sub Division Panchayat R & B Division
Visnagar Mehsana
Notes 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.
Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.
Note 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 Date:11/05/2017 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.
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details.html
RAW_HTML
9.0.GR to be attached with DTP_SBD_with Index.pdf
9.5 MMGSY GR.pdf
1.0 FP.pdf
4.0 SCHEDULE B.pdf
5.1 Building Specifications _Booklet_.pdf
SBD Book.pdf
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