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Tender Value
₹10.9 L
EMD Value
₹11,000
Closing Date
14 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat R&B Division, Navsari
New Gujarat Pattern : 2024-2025 Construction of New Store Room at Government Ayurvedic Hospital at Village Pati. District: Navsari. (3rd Re-invite)
301178
12 of 2025-26 (Re-invite)
Open
Civil Works - Buildings
Navsari
6 documents required · 6 mandatory
₹900
Executive Engineer, Panchayat (R&B) Division, Navsari
₹11,000
4 May 2026
4 May 2026
4 May 2026
14 May 2026
4 May 2026
Name of work : New Gujarat Pattern : 2024-2025
Construction of New Store Room at Government Ayurvedic Hospital at Village Pati.
Taluka : Khergam. District : Navsari.
Memorandum showing items of work to be carried out
Quantities Total
Estimated Rates
Ite estimated Amount
m but may Item of work Unit according to
In figure estimated
No. be more In words
Rs. Ps. quantities
1 39.80 Cu.mt. Excavation for foundation up to 1.5 m depth 120.01 Rupees One Cu.mt.
including sorting out and stacking of useful Hundred Twenty
and One Paisa Only
materials and disposing off the excavated
stuff upto 50 Meter lead. (A) Loose or Soft
2 32.40 Cu.mt. Excavation for foundation for depth from 1.5 133.05 Rupees One Cu.mt.
m to 3.0 m including sorting out and stacking Hundred Thirty
Three and Paise
of useful materials and disposing off the Five Only
excavated stuff up to 50 Meter lead. (A)
Loose or Soft Soil.
3 10.80 Cu.mt. Providing and filling Rubbles including hand 1086.50 Rupees One Cu.mt.
packing and filling interstices with quarry Thousand Eighty
Six and Paise Fifty
spalls behind abutments and between Only
returns as directed.
4 71.20 Cu.mt. Filling available excavated earth (excluding 133.65 Rupees One Cu.mt.
rock) in trenches plinth, sides of foundations Hundred Thirty
Three and Paise
etc. in layers not exceeding 20 cm. in depth Sixty Five Only
consolidating each deposited layer by
ramming and watering.
5 79.30 Cu.mt. Filling in foundation and plinth with 296.29 Rupees Two Cu.mt.
murrum or selected soil in layers of 20 cm.
thickness including watering, ramming and Twenty Nine Only
consolidating etc. complete.
6 4.90 Cu.mt. Providing and laying cement concrete 1:3:6 3060.65 Rupees Three Cu.mt.
(1-Cement : 3-Coarse sand : 6-Graded brick and Paise Sixty
bat aggregate 40mm normal size) and curing Five Only
complete excluding cost of formwork in (A)
Foundation and Plinth
7 6.40 Cu.mt. Providing and laying cement concrete 4685.39 Rupees Four Cu.mt.
1:1.5:3 (M-200) and curing complete Thousand Six
including the cost of form work and Five and Paise
excluding cost of reinforcement for Thirty Nine Only
reinforced concrete work in Foundations,
footings bases of columns and the like and
Mass concrete For Footing
8 1.70 Cu.mt. Providing and laying cement concrete 8465.82 Rupees Eight Cu.mt.
1:1.5:3 (M-200) and curing complete Hundred Sixty Five
including the cost of form work andexcluding and Paise Eighty
cost of reinforcement for reinforced concrete Two Only
work in Foundations, footings bases of
columns and the like and Mass Concrete for
Below Plinth Columns.
9 6.30 Cu.mt. Providing and laying cement concrete 5408.55 Rupees Five Cu.mt.
1:1.5:3 (M-200) and curing complete Hundred Eight and
including the cost of form work and Paise Fifty Five
excluding cost of reinforcement for
reinforced concrete work For Ground Beam.
10 6.90 Cu.mt. Brick work using common burnt clay 4121.55 Rupees Four Cu.mt.
building brick having crushing strength not Thousand One
less than 35 kg / sq. cm. in foundation and One and Paise Fifty
plinth in cement mortar 1:6 (1-Cement : 6- Five Only
Fine Sand) (B) Convention
11 6.10 Cu.mt. Providing and laying Cement Concrete 4756.09 Rupees Four Cu.mt.
1:1.5:3 (M-200) and curing complete Hundred Fifty Six
Including the cost of formwork and Excluding and Paise Nine
the cost of reinforcement for reinforced
concrete work in R.C.C. Plinth Slab.
12 2.10 Cu.mt. Providing and Laying Cement Concrete 8699.13 Rupees Eight Cu.mt.
1:1.5:3 (M-200) and curing complete Hundred Ninety
including the cost of form work but excluding Nine and Paise
cost of reinforcement for reinforced concrete
work For Column in (A) Ground Floor.
13 0.60 Cu.mt. Providing and Laying Cement Concrete 8739.53 Rupees Eight Cu.mt.
1:1.5:3 (M-200) and curing complete Hundred Thirty
including the cost of form work but excluding Nine and Paise
Fifty Three Only
cost of reinforcement for reinforced concrete
work For Column in (B) First Floor.
14 2.90 Cu.mt. Providing and Laying Cement Concrete 7059.90 Rupees Seven Cu.mt.
1:1.5:3 (M-200) and curing complete Nine and Paise
including the cost of form work but excluding Ninety Only
cost of reinforcement for reinforced concrete
work in (C) Beams, Girders and Cantilever
For Ground Floor.
15 0.50 Cu.mt. Providing and Laying Cement Concrete 8771.85 Rupees Eight Cu.mt.
1:1.5:3 (M-200) and curing complete Hundred Seventy
including the cost of form work but excluding One and Paise
Eighty Five Only
cost of reinforcement for reinforced concrete
work in (C) Lintel in Ground Floor.
16 0.30 Cu.mt. Providing and Laying Cement Concrete 9554.60 Rupees Nine Cu.mt.
1:1.5:3 (M-200) and curing complete Hundred Fifty Four
including the cost of form work but excluding and Paise Sixty
cost of reinforcement for reinforced concrete
work in (C) Chhajja in Ground Floor.
17 7.30 Cu.mt. Providing and Laying Cement Concrete 9276.85 Rupees Nine Cu.mt.
1:1.5:3 (M-200) and curing complete Hundred Seventy
including the cost of form work but excluding Six and Paise
Eighty Five Only
cost of reinforcement for reinforced concrete
work For Slab in Ground Floor.
18 3966.00 Kg. Providng TMT Bars renforcement of FE 500 77.29 Rupees Seventy Kg.
Seven and Paise
/ 500D for R.C.C. work including bending Twenty Nine Only
binding and placing in position complete for
all floor. For Up to All Full Height.
19 15.60 Cu.mt. Brick work using hydraulically pressed 4403.40 Rupees Four Cu.mt.
common burnt clay building brick having Thousand Four
crushing strength not less than 35 kg / sq. and Paise Forty
cm. in Super Structure above plinth level up Only
to Floor two level in cement mortar 1:6 (
Cement: 6 fine sand) (B) Convention For
20 7.30 Sq.mt. Providing and Laying Machine Cut, Free 2249.88 Rupees Two Sq.mt.
Edges, Machine Polished Granite Stone Slab Thousand Two
18 mm thick Single Piece For Door and Nine and Paise
Windows Cill and Jambs Cladding as per Eighty Eight Only
design including Full moulded Round front
edge and 1 cm nosing and laid on 20 mm
thick cement Mortar 1:6 (1-Cement : 6-
Coarse Sand) and jointed with gray cement
slurry including rubbing and polishing etc.
21 2.10 Sq.mt. Providing and fixing 35 mm thick shutters for 5338.30 Rupees Five Sq.mt.
Doors, Windows and Clerestory Windows Hundred Thirty
including Indian teak wood frames 10 cm x 7 Eight and Paise
cm. size including black enamelled iron Thirty Only
oxidixed fixtures and fastenings including
primer coat of approved quality and two
coats of oil painting etc, complete. (ii) Fully
22 6.50 Sq.mt. Providing and Fixing Window having 1713.70 Rupees One Sq.mt.
extruded Aluminum Colour Anodized
Hundred Thirteen
Section Frame main outer size 63.50 x 38.10 and Paise Seventy
x 1.95 mm, @ Wt 1.094 Kg / Rmt, horizontal Only
two track member size 61.85 mm x
vertical member of size 61.85 mm x
mm x 1.30 mm @ wt. of 0.659 Kg / mt with
sliding shutters of horizontal member size
mt, vertical member of size 40 mm x 18 mm x
Kg / mt with 5 mm thick transparent bronze
colour tinted float glass with powder coated
aluminum fittings and fixtures and
transparent silicon sealant glass fixing to
frame as per details etc complete For
23 694.40 Kg. Providing and Fixing M. S. Grills of required 105.18 Rupees One Kg.
pattern to Wooden frames of windows etc. Hundred Five and
with M.S. flats at required spacings and frame Only
alround, square or round bars with round
headed bolts and nuts or by screws (A) Plain
24 140.00 Sq.mt. Providing 15 mm thick Cement Plaster in 225.50 Rupees Two Sq.mt.
single coat on Rough (Similar)side of single Hundred Twenty
or half brick walls for interior plastering upto Fifty Only
floor two level and finished even and smooth
in (ii) Cement mortar 1:4 (1-cement :4-sand)
and Extra add for finishing with a floating
coat of neat cement slurry with all lead and
25 158.30 Sq.mt. Providing 20mm thick Double Coat Mala 279.29 Rupees Two Sq.mt.
Hundred Seventy
Cement Plaster on interior brick / concrete
work for plastering comprising of base coat Twenty Nine Only
of 12 mm thick cement plaster in cement
mortar (1 Cement : 4 coarse sand) in rough
finishing and 8 mm thick top coat of cement
mortar 1:2 (1 Cement : 2 Coarse sand)
finished with trovel including scaffolding
curing etc. complete.
26 41.11 Sq.mt. P & L 24" x 24" vitrified 8 mm thick tile 1053.32 Rupees One Sq.mt.
flooring over 20 mm (average) base of Thousand Fifty
Three and Paise
cement mortar 1:6 (1-cement : 6-coarse Thirty Two Only
sand) on new surface or fixing on existing
flooring by adhesive material including
dismentaling of existing flooring and jointed
with color cement slurry including finised
with flush pointing & cleaning the surface etc.
complete For DARK Shade
27 14.00 Sq.mt. Providing and laying Polished Kota Stone 1089.18 Rupees One Sq.mt.
Thousand Eighty
Slab 25mm thick in risers of steps,skirting Nine and Paise
Dedo and pillars laid on 10mm thick cement Eighteen Only
mortar 1:3 (1-Cement : 3 coarse sand) and
jointed with gray cement slury mixed with
pigment to match the shade of slab including
rubbing and polishing etc. complete.
28 46.00 Sq.mt. Providing and laying Water Proofing 1169.28 Rupees One Sq.mt.
Treatment with Broken China Mosaic
Flooring by conventional method including Nine and Paise
cleaning the slab surface by wire brush as Twenty Eight Only
directed including provding first layer of C.M.
1 :4 of 40 mm thickness mixed with water
proofing compound at rate prescribed by
manufacturer, including putting of brick bats
of average thickness 40 mm Well immerssed
in water laid uniformly on first layer of
mortar including applying cement slurry @
rate of 0.08 bag/sqm. on fixed layer of brick
bats including maintaining necessary slope,
in second layer 40 mm thick C.M 1 :4 mixed
with water proofmg compound as directed,
including fmishing smooth with cement
slurry as directed complete.and using 12 mm
to 20 mm broken pieces of Glazed tiles to be
paid over cement mortar 1:3 to plain or slope
and to be tempered to bring mortar creme
out up to surface using white cement
including rounding offjunctions and
extending them up to 15 cm along the wall,
clearing with water and oxalic acid etc. as
29 12.00 Rmt. Providing and fixing G.I. Rain Water Spout 104.25 Rupees One Rmt.
Hundred Four and
Paise Twenty Five
of 50 mm dia. Only
30 140.00 Sq.mt. Wall painting (two coats) with plastic 101.91 Rupees One Sq.mt.
emulsion paint of approved brand and Hundred One and
Paise Ninety One
manufacture on undecorated wall surface to Only
give an even shade including throughly
brushing the surface free from mortar
droppings and other foreign matter and sand
papered smooth.
31 158.30 Sq.mt. Finishing wall with weather proof exterior 117.40 Rupees One Sq.mt.
emulsion paint on wall surface (two coats) to Hundred
give an required shape even shade after Paise Forty Only
thoroughly brushing the surface to remove
all dirt, and remains of loose powdered
materials. etc complete.
32 7.00 Sq.mt. Painting Two Cosat (including priming 128.49 Rupees One Sq.mt.
coats) on new steel and other metal surfece Eight and Paise
with enamel paint,brushing interior to give Forty Nine Only
an even shade including cleaning the surfece
of all dirt,dust and other foreign matter.
33 25.00 No. Providing and fixing in position 300 mm high 707.00 Rupees Seven No.
and 150 mm wide English / Gujarati Only
Letters made from Engineer in Charge with
all necessary tools and plants etc. complete.
34 1.00 No. Informatory Signs : Providing and fixing 3856.90 Rupees Three No.
sing boards made out of 2mm aluminium
Hundred Fifty Six
sheet; size 80 x 60cms. rectangle as per the and Paise Ninety
design of IRC-67-1977 pre treated with Only
phospheting process & acid teching; coated
with one coat of epoxyprimer and two coats
of best qualityepoxy paint; reflectorised with
retro refiective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand postand
frame fabricated from suitable sizeiron angle
of 35 x 35 x 3mm 75 x 75 x 6mm as required;
painted with best qualityepoxy coatings in
black and whitebends. the details of symbol
for eachboard shall details of symbol for
eachboard shall be as per the instruction
ofengineer in charge. The fixing at site shall
be in 1:2:4 CC block of size 45 x45 x 60cms.
for each leg. including excavation curing tec.
complete under the supervision of engineer
in charge. (A) Engineer Grade.
35 2.00 No. Supplying and installing of CO2 Type Fire 5555.00 Rupees Five No.
Extinguished of 4.50 Kg ISI brand as Thousand Five
Hundred Fifty Five
approved by engineer in charge etc. Only
36 2.00 No. Supplying and installing of Dry Chemical 3030.00 Rupees Three No.
Powder (DCP) of 9.0 Kg cylinder of ISI brand Thousand Thirty
as approved by engineer in charge etc.
37 2.00 No. Providing ABC Dry Powder Fire 2828.00 Rupees Two No.
Extinguishers of 4 Kg / Capacity with ISI Hundred Twenty
mark etc. as directed. Eight Only
38 2.00 No. Providing Corbon Dioxide type Fire 5353.00 Rupees Five No.
Extinguishers of 2 Kg / Capacity with ISI Hundred Fifty
mark etc. as directed. Three Only
Rupees Ten Lakhs Eighty Eight Thousand Nine Hundred Thirteen and Paise Twenty Four Only
Deputy Executive Engineer, Executive Engineer,
Panchayat ( R & B ) Sub Division, Panchayat ( R & B ) Division,
Chikhli. Navsari.
I / we am / are willing to carry out the work at ___________________________ % Above / Below percent (Should
be writing in figures & words) of the Estimated Rates mentioned above. Amount of my / our Tender works out
* Estimated Amount * Estimated Amount
Put to Tender Rs. 1088913.24 Put to Tender Rs.
Deduct ______ % Below Rs. _________ Add________ % Above Rs. _________
Net Rs. _________ Total Rs. _________
Note 1. All works shall be carried out as per Public Works Department Handbook and other specifications of the
Division or as directed.
Note 2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be
struck by the contractor under his signature.
Note 3. Rates quoted include clearance of site (Prior commencement of work and at its close) in all respects and
hold good for work under all conditions, site moisture, weather etc.
Note 4. To be continued on additional sheets, If found necessary.
Signature of the Contractor Signature of the Executive Engineer
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details.html
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4.1. SBD - New Store Room at Aruvedic Hospital Pati.pdf
5.1. SPACIAL CONDITION Building.pdf
5.2 Special Condition for Star Ratr.pdf
6. All G.R. (2).pdf
8. Schedule B - New Store Room at Aruvedic Hospital Pati.pdf
9.2. Building-Specification 192 Pages.pdf
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