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Tender Value
₹31.9 L
EMD Value
₹31,900
Closing Date
1 Oct 2026, 6:00 pm
The Chief Officer, Thangadh Nagarpalika
Bid Documents for Estimate of Compound wall Around Maruti Nandan H.W. & Talavadi H.W. at Thangadh Municipality Area at Thangadh (Third Attempt)
346958
2026-27/Compound wall 3rd Attempt
Open
Civil Works
Works
Surendranagar
3 documents required · 3 mandatory
₹1,500
The Chief Officer, Thangadh Nagarpalika
₹31,900
19 Sept 2026
19 Sept 2026
19 Sept 2026
1 Oct 2026
19 Sept 2026
Name Of Work :-
H.W. at Thangadh Municipality Area at Thangadh. (Third Attempt)
SUMMARY (SCHEDULE-B)
Sr. No Name of work Total Cost
Estimate of Compound wall Around Maruti Nandan H.W. at Thangadh
Municipality Area at Thangadh.
Estimate of Compound wall Around Dholi Talavadi H.W. at Thangadh
Municipality Area at Thangadh.
One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges,
after deducting the cost of material proposed in scheduled-A at basic rate. One percent labour cess will be deducted from contractor’s
I/ We am/are willing to carry out the work at _____________________% above / below _____________________________% (should be writtern in figure and words)
below / above the estimated rates mentioned above amount of my / our tender works out as under :-
Estimated amount put to tender : Estimated amount put to tender :
1. All the work shall be carried out as per MOST specification and specification on the division or as directed.
2. Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all
conditions, site moisture weather etc.
3. In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference in
consumption of cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra payment
shall be made for use of additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in GERI laboratory
4. The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of work
and amount involved at site without any payment as directed by the Engineer in charge.
5. Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be paid by
the CHIEF OFFICER and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills of the works. (As
per G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.
6. The contractor shall quote even "NIL" if no reduction is proposed.
7. One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the
Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of equipments
and conditions of service Act-1996)
8. Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.
9. The contractor is solely responsible to bare all applicable taxes. IT. etc. and department will not entertain any contractor representation to
reimburse any financial burden due to applicable taxes : i.e. I.t etc.
Signature of contractor Chief Officer
Thangadh Municipality
THANGADH MUNICIPALITY
NAME OF Estimate of Compound wall Around Maruti Nandan H.W. at Thangadh Municipality Area at
WORK : Thangadh.
SCHEDULE - "B1"
Quantities Estimated Rates
Item Descrption Unit according to
in Figure in Words estimated quantities.
Excavation for foundation up to 1.5 Meter depth
including sorting out and stacking of useful
materials and disposing of excavated stuff up to Rupees One Hundred Seventeen
50 Meter lead Paise Eight Only
(a) For Loose or Soft soil
Excavation for foundation up to 1.5 Meter depth
including sorting out and stacking of useful
materials and disposing of excavated stuff up to Rupees One Hundred FourtyNine
50 Meter lead Paise SixtySeven Only
(b) Dense or hard soil
Excavation for foundation up to 1.5 Meter depth
including sorting out and stacking of useful
materials and disposing of excavated stuff up to Rupees Two Hundred FiftySix
50 Meter lead Paise Twelve Only
(C) Hard Murrum
Excavation for foundation upto 1.5 m depth
including sorting out and stacking of useful
Rupees Five Hundred
4 41.00 materials and disposing off the excavated stuff 597.60 Cum
NinetySeven Paise Sixty Only
upto 50 Meter lead.
Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in
layers not exceeding 20 cm. In depth Rupees One Hundred Thirty
consolidating each deposited layer by ramming Paise ThirtyNine Only
Earthwork in cuting in all sorts of soil and soft
murrum including conveying and spreading the
Rupees One Hundred
stuff, embankment as and where directed within
6 0.00 127.74 TwentySeven Paise SeventyFour Cum
200meters from the end of the cutting with all
required lead and lift.
Filling in foundation and plinth with murrum or
selected soil in layers of 20 cm thickness
Rupees Two Hundred EightyTwo
7 67.00 including watering, ramming and consolidating 282.02 Cum
Providing and laying cement concrete 1:2:4 (1-
cement : 2- coarse sand : 4- graded stone
Rupees Three Thousand Six
aggregate 20 mm. Nominal size) and curing
8 14.00 3631.49 Hundred ThirtyOne Paise Cum
complete excluding cost of form work in :
FourtyNine Only
(a) Foundation and plinth
Providing laying Controlled cement concrete M-
250 and curing complete including the cost of
Rupees Four Thousand Eight
form work and excluding cost of reinforcement
9 26.00 4862.14 Hundred SixtyTwo Paise Cum
for reinforced concrete work in :
RCC Column Footings
Providing laying Controlled cement concrete M-
250 and curing complete including the cost of
Rupees Seven Thousand Nine
form work and excluding cost of reinforcement
10 3.00 7914.36 Hundred Fourteen Paise ThirtySix Cum
for reinforced concrete work in :
RCC Column up to Plinth Lvl.
Providing laying Controlled cement concrete M-
250 and curing complete including the cost of
Rupees Seven Thousand Nine
form work and excluding cost of reinforcement
11 7.00 7914.36 Hundred Fourteen Paise ThirtySix Cum
for reinforced concrete work in :
RCC Columns Ground Floor
Providing and laying cement concrete 1:3:6 (1-
Cement : 3- Coarse sand : 6- crushed stone
Rupees Three Thousand Nine
aggregates 20 mm nominal size) and curing
12 6.00 3974.36 Hundred SeventyFour Paise Cum
complete including cost of formwork in (A) Wall
Providing laying Controlled cement concrete M-
250 and curing complete including the cost of
Rupees Five Thousand Seven
form work and excuding cost of reinforcement
13 14.00 5780.23 Hundred Eighty Paise Cum
for reinforced concrete work in :
TwentyThree Only
RCC Plinth beams
Providing TMT Bar FE 500/500D reinforcement
for R.C.C. work including bending, binding, and
Rupees SeventySix Paise
14 6217.00 placing in position complete upto floor two level. 76.21 Kg
Brick work using common burnt clay building
bricks having crushing strength not less than
Rupees Four Thousand Three
kg./Sq.Cm. in foundation and plinth in Cement
15 58.00 4388.47 Hundred EightyEight Paise Cum
Mortar 1:5. (1- Cement : 5 -fine sand) (A)
FourtySeven Only
20mm thick sand faced cement plaster on walls
upto height 10 metres above ground level
consisting of 12mm thick backing coat of C.M.
Rupees Three Hundred
16 635.00 1:3 (1-cement : 3-sand) and 8mm thick finishing 326.11 Sqm
TwentySix Paise Eleven Only
coat of C.M. 1:1 (1-cement : 1-sand) etc.
Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats) to
give an required shape even shade after
Rupees One Hundred Fourteen
17 635.00 thoroughly brushing the surface to remove all 114.53 Sqm
Paise FiftyThree Only
dirt, and remains of loose powdered
materials.etc complete
Providing and fixing M.S. grills of required
pattern to wooden frames of windows etc. with
M.S. flats at required spacings and frame
Rupees One Hundred One Paise
18 420.00 alround, square or round bars with round 101.17 Kg
headed bolts and nuts or by screws.
(A) Plain Grill.
Applying priming coat over new steel and other
metel surface after and including preparing the
surface by throughly cleaning, oil,grease, dirt
19 28.00 and other foreign matter and scoured with 35.00 Rupees ThirtyFive Only Sqm
brushes fine steel wood, scrapers and sand
paper with ready mixed priming paint brushing
Painting two coats (excluding priming coat) on
new steel and other metal surface with enamel
paint, brushing, interior to give an even shade
Rupees EightySeven Paise
20 28.00 including cleaning the surface an even shade 87.81 Sqm
including cleanicn the surface of all dirt, dust and
other foreign matter.
Providing and fixing 1.20 Metre high fencing with
2.0 Metre long M. S. Angle posts 40mm x
mm x6 mm and oil painting 3 coats fixed at
Mt,C/c. with five Horizontan lines and two
Rupees Three Hundred
diagonals of galvanised steel barbed wire
21 150.00 389.25 EightyNine Paise TwentyFive Rmt
weighting 9.38 Kg. per 100 Metre, strained and
fixed to posts with G.I,staples including fixing the
postsin ground with 0.5 M x 0.5.M x 0.5 M. block
in C.Cl:5:10 etc complete.
Providing and laying and fixing 50 mm thick
expansion joint by hydro cell semi rigid UV
Rupees One Thousand Four
resistance with high performance laminated
22 3.00 1491.03 Hundred NinetyOne Paise Three Sqm
closed cell polythene foam joint filler in sheet
foam as directed, etc. complete.
One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges, after deducting the cost
of material proposed in scheduled-A at basic rate. One percent labour cess will be deducted from contractor’s bill.
I/ We am/are willing to carry out the work at _____________________% above / below _____________________________%
(should be writtern in figure and words)
below / above the estimated rates mentioned above amount of my / our tender works out as under :-
Estimated amount put to tender : Estimated amount put to tender :
Thangadh Municipality
1) All the work shall be carried out as per MOST specification and specification on the division or as directed.
Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all
conditions, site moisture weather etc.
In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference
in consumption of cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra
payment shall be made for use of additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in
GERI laboratory only.
The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of
work and amount involved at site without any payment as directed by the Engineer in charge.
Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be paid
5) by the CHIEF OFFICER and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills of the
works. (As per G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.
6) The contractor shall quote even "NIL" if no reduction is proposed.
One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the
7) Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of
equipments and conditions of service Act-1996)
8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.
The contractor is solely responsible to bare all applicable taxes. GST etc. and department will not entertain any contractor representation to
reimburse any financial burden due to applicable taxes : i.e. GST etc.
Signature of contractor Chief Officer
Thangadh Municipality
THANGADH MUNICIPALITY
NAME OF Estimate of Compound wall Around Dholi Talavadi H.W. at Thangadh Municipality Area at
WORK : Thangadh.
SCHEDULE - "B2"
Quantities Estimated Rates Total Amount
Quantities Estimated Rates Total Amount
Item Estimated according to
Item Descrption Unit
No. but may be estimated
in Figure in Words
more or less quantities.
Excavation for foundation up to 1.5 Meter depth including
sorting out and stacking of useful materials and disposing
Rupees One Hundred Seventeen
1 84.00 of excavated stuff up to 50 Meter lead 117.08 Cum
Paise Eight Only
(a) For Loose or Soft soil
Excavation for foundation up to 1.5 Meter depth
including sorting out and stacking of useful materials
and disposing of excavated stuff up to 50 Meter lead Rupees One Hundred FourtyNine
(b) Dense or hard soil Paise SixtySeven Only
Excavation for foundation up to 1.5 Meter depth
including sorting out and stacking of useful materials
and disposing of excavated stuff up to 50 Meter lead Rupees Two Hundred FiftySix
(C) Hard Murrum Paise Twelve Only
Excavation for foundation upto 1.5 m depth including
sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead. Rupees Five Hundred
(E) Hard Rock NinetySeven Paise Sixty Only
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding 20 cm. In depth consolidating each Rupees One Hundred Thirty
deposited layer by ramming and watering Paise ThirtyNine Only
Earthwork in cuting in all sorts of soil and soft murrum
including conveying and spreading the stuff,
Rupees One Hundred
embankment as and where directed within 200meters
6 0.00 127.74 TwentySeven Paise SeventyFour Cum
from the end of the cutting with all required lead and lift.
Filling in foundation and plinth with murrum or selected
soil in layers of 20 cm thickness including watering,
Rupees Two Hundred EightyTwo
7 77.00 ramming and consolidating etc. complete. 282.02 Cum
Providing and laying cement concrete 1:2:4 (1- cement
: 2- coarse sand : 4- graded stone aggregate 20 mm.
Rupees Three Thousand Six
Nominal size) and curing complete excluding cost of
8 14.00 3631.49 Hundred ThirtyOne Paise Cum
FourtyNine Only
(a) Foundation and plinth
Providing laying Controlled cement concrete M-250 and
curing complete including the cost of form work and
Rupees Four Thousand Eight
excluding cost of reinforcement for reinforced concrete
9 29.00 4862.14 Hundred SixtyTwo Paise Fourteen Cum
RCC Column Footings
Providing laying Controlled cement concrete M-250 and
curing complete including the cost of form work and
Rupees Seven Thousand Nine
excluding cost of reinforcement for reinforced concrete
10 3.00 7914.36 Hundred Fourteen Paise ThirtySix Cum
RCC Column up to Plinth Lvl.
Providing laying Controlled cement concrete M-250 and
curing complete including the cost of form work and
Rupees Seven Thousand Nine
excluding cost of reinforcement for reinforced concrete
11 8.00 7914.36 Hundred Fourteen Paise ThirtySix Cum
RCC Columns Ground Floor
Providing and laying cement concrete 1:3:6 (1- Cement
: 3- Coarse sand : 6- crushed stone aggregates 20 mm
Rupees Three Thousand Nine
nominal size) and curing complete including cost of
12 6.00 3974.36 Hundred SeventyFour Paise Cum
formwork in (A) Wall Caps / Coping
Providing laying Controlled cement concrete M-250 and
curing complete including the cost of form work and
Rupees Five Thousand Seven
excuding cost of reinforcement for reinforced concrete
13 14.00 5780.23 Hundred Eighty Paise Cum
TwentyThree Only
RCC Plinth beams
Providing TMT Bar FE 500/500D reinforcement for
R.C.C. work including bending, binding, and placing in
Rupees SeventySix Paise
14 6667.00 position complete upto floor two level. GF 76.21 Kg
Brick work using common burnt clay building bricks
having crushing strength not less than 35 kg./Sq.Cm. in Rupees Four Thousand Three
15 57.00 foundation and plinth in Cement Mortar 1:5. (1- Cement 4388.47 Hundred EightyEight Paise Cum
: 5 -fine sand) (A) Modular FourtySeven Only
20mm thick sand faced cement plaster on walls upto
height 10 metres above ground level consisting of
12mm thick backing coat of C.M. 1:3 (1-cement : 3- Rupees Three Hundred
sand) and 8mm thick finishing coat of C.M. 1:1 (1- TwentySix Paise Eleven Only
cement : 1-sand) etc. complete.
Finishing wall with weather proof exterior emulsion
paint on wall surface (two coats) to give an required
shape even shade after thoroughly brushing the surface
Rupees One Hundred Fourteen
17 635.00 to remove all dirt, and remains of loose powdered 114.53 Sqm
Paise FiftyThree Only
materials.etc complete
Providing and fixing M.S. grills of required pattern to
wooden frames of windows etc. with M.S. flats at
required spacings and frame alround, square or round
Rupees One Hundred One Paise
18 420.00 bars with round headed bolts and nuts or by screws. 101.17 Kg
(A) Plain Grill.
Applying priming coat over new steel and other metel
surface after and including preparing the surface by
throughly cleaning, oil,grease, dirt and other foreign
19 28.00 35.00 Rupees ThirtyFive Only Sqm
matter and scoured with brushes fine steel wood,
scrapers and sand paper with ready mixed priming
paint brushing red lead.
Painting two coats (excluding priming coat) on new
steel and other metal surface with enamel paint,
brushing, interior to give an even shade including
Rupees EightySeven Paise
20 28.00 cleaning the surface an even shade including cleanicn 87.81 Sqm
the surface of all dirt, dust and other foreign matter.
Providing and fixing 1.20 Metre high fencing with
Metre long M. S. Angle posts 40mm x 40 mm x6 mm
and oil painting 3 coats fixed at 2.5 Mt,C/c. with five
Horizontan lines and two diagonals of galvanised steel
Rupees Three Hundred
barbed wire weighting 9.38 Kg. per 100 Metre, strained
21 150.00 389.25 EightyNine Paise TwentyFive Rmt
and fixed to posts with G.I,staples including fixing the
postsin ground with 0.5 M x 0.5.M x 0.5 M. block in
C.Cl:5:10 etc complete.
Providing and laying and fixing 50 mm thick expansion
joint by hydro cell semi rigid UV resistance with high
Rupees One Thousand Four
performance laminated closed cell polythene foam joint
22 3.00 1491.03 Hundred NinetyOne Paise Three Sqm
filler in sheet foam as directed, etc. complete.
One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges, after deducting the cost of
material proposed in scheduled-A at basic rate. One percent labour cess will be deducted from contractor’s bill.
I/ We am/are willing to carry out the work at _____________________% above / below _____________________________%
(should be writtern in figure and words)
below / above the estimated rates mentioned above amount of my / our tender works out as under :-
Estimated amount put to tender : Estimated amount put to tender :
Thangadh Municipality
1) All the work shall be carried out as per MOST specification and specification on the division or as directed.
2) Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all conditions,
3) In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference in
4) The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of work
5) Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be paid by
6) The contractor shall quote even "NIL" if no reduction is proposed.
7) One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the
8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.
9) The contractor is solely responsible to bare all applicable taxes. GST etc. and department will not entertain any contractor representation to
Signature of contractor Chief Officer
Thangadh Municipality
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
01. Mile Stone Dates Compound Wall.pdf
02. SBD Book Compound Wall.pdf
03. Schedule - B Compound Wall.pdf
04. Qualification criteria Compound Wall.pdf
05. Material_Testing_Schedule.pdf
06. SPECIFICATIONS BUILDING WORK.pdf
07. Affidevit Format.pdf
08. Declarations city.pdf
09. GR All.pdf
10. DMO_2941_01-Apr-2026_744.pdf
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