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Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
27 Jan 2026, 12:00 pmClosed
Chairman, The Agricultural Produce Market Committee, Valia
Providing and Construction of 1520 MT and 1365 MT Capacity Godown-A (Warehouse) in S.No. 844 A.P.M.C. Valia Main Yard, Village Valia, Ta. Valia, Dist: Bharuch
266593
Tender Notice No. 1 / 2025-26
Open
Civil Works - Buildings
Bharuch
4 documents required · 3 mandatory · 1 optional
₹4,248
The Agricultural Produce Market Committee, Valia
₹1.9 L
19 Jan 2026
19 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Name of work :- Providing and Construction of 1520 MT and 1365 MT Capacity Godown-A (Warehouse) in S.No.
844 A.P.M.C. Valia Main Yard, Village Valia, Ta. Valia, Dist: Bharuch
Memorandum showing items works to be carried out :
SCHEDULE - " B "
Item Quantities Item of Works Estimated Rate Unit Total
No. Estimated Rs In Rs. in Amount
but may be Figures Words Accourding
more or to Estimated
less Rs. Ps Quantities
1 1058.00 Excavation for foundation upto 1.5 m depth 253.58 Rs. Two Hundred Cumt
including sorting out and stacking of useful Fifty Three and
materials and disposing off the excavated stuff upto Paise Fifty Eight
50 Meter lead.(C) Hard Murrum Only
2 1002.00 Excavation for foundation for depth from 1.5 m to 270.83 Rs. Two Hundred Cumt
3.0 m including sorting out and stacking of useful Seventy and Paise
materials and disposing off the excavated stuff upto Eighty Three Only
50 Meter lead.(C) Hard Murrum
3 1721.00 Filling available excavated earth 129.10 Rs. One Hundred Cumt
(excluding rock)in trenches, plinth, sides of Twenty Nine and
foundations etc. in layers not exceeding 20cm in Paise Ten Only
depth consolidating each deposited layer by
ramming & watering.
4 1620.00 Filling in foundation and plinth with murrum 286.20 Rs. Two Hundred Cumt
or selected soil in layer of 20 cm thickness Eighty Six and Paise
including watering ramming and consolidating etc. Twenty Only
5 252.00 Filling in plinth with sand under floors including 455.63 Rs. Four Hundred Cumt
watering, ramming, consolidating and dressing etc. Fifty Five and Paise
complete. Sixty Three Only
6 277.00 Providing and laying cement concrete 1:2:4 (1 3446.81 Rs. Three Thousand Cumt
cement : 2coarse sand :4 graded stone Four Hundred Fourty
aggregates 20 mm nominal size) and curing Six and Paise Eighty
complete excluding cost of formwork in(A) One Only
Foundation and plinth
7 195.00 Providing and laying controlled cement concrete 4030.28 Rs. Four Thousand Cumt
M.250 and curing complete excluding the Thirty and Paise
cost of formwork and reinforcement for Twenty Eight Only
reinforced concrete work in (A) Foundations,
footings, Base of columns and Mass concrete.
Item Quantities Item of Works Estimated Rate Unit Total
No. Estimated Rs In Rs. in Amount
but may be Figures Words Accourding
more or to Estimated
less Rs. Ps Quantities
8 124.00 Providing and laying controlled cement concrete 4386.15 Rs. Four Thousand Cumt
M.250 and curing complete excluding the Three Hundred
cost of formwork and reinforcement for Eighty Six and Paise
reinforced concrete work in (D) Columns, Pillars Fifteen Only
posts and struts, upto floor two level. 1) Column
9 41.00 Providing and laying controlled cement concrete 4288.32 Rs. Four Thousand Cumt
work M250 and curing complete excluding the cost Two Hundred Eighty
of form work and reinforcement of reinforced Eight and Paise
concrete work in : (C ) Ground Beams and plinth Thirty Two Only
10 41.00 Providing and laying controlled cement concrete 4225.56 Rs. Four Thousand Cumt
work M200 and curing complete excluding the Two Hundred
cost of form work and reinforcement of Twenty Five and
reinforced concrete work in : (G) Lintels 1) Paise Fifty Six Only
Lintel/ Copping Ground Floor
11 6.00 Providing and laying controlled cement concrete 4225.56 Rs. Four Thousand Cumt
work M200 and curing complete excluding the Two Hundred
cost of form work and reinforcement of Twenty Five and
reinforced concrete work in :( H) chhajja 1) Paise Fifty Six Only
Chhajja Ground Floor
12 71764.00 Providing TMT Bar FE 500/500D 75.46 Rs. Seventy Five Kg
reinforcement for R.C.C. work including bending, and Paise Fourty Six
binding and placing in position complete upto Only
floor two level
13 79.00 Providing and constructing brick work using 4011.66 Rs. Four Thousand Cumt
common burnt clay building bricks having Eleven and Paise
crushing strength not less than 35 kg/sqcm. in Sixty Six Only
foundation and plinth in cement mortar 1:5
(1 cement :5 fine sand) etc. comp.(B)
14 316.00 Providing and constructing brick work using 4277.31 Rs. Four Thousand Cumt
common burnt clay building bricks having Two Hundred
crushing strength not less than 35 kg/sqcm. in Seventy Seven and
foundation and plinth in cement mortar 1:5 Paise Thirty One
(1 cement :5 fine sand) etc. comp.(B) Only
Conventional Ground Floor
Item Quantities Item of Works Estimated Rate Unit Total
No. Estimated Rs In Rs. in Amount
but may be Figures Words Accourding
more or to Estimated
less Rs. Ps Quantities
15 83.00 Providing 15mm. thick cement plaster in single 165.38 Rs. One Hundred Sqmt
coat on rough (similar) side of single or Sixty Five and Paise
half brick walls for interior plastering up to Thirty Eight Only
floor two level finished even and smooth in
cement mortar 1:4 [1 cement: 4 sand) etc Ground
16 2972.00 Providing 20 mm thick double coat mala 267.75 Rs. Two Hundred Sqmt
cement plaster on interior brick/ concrete work for Sixty Seven and
plastering comprising of base coat of 12 mm Paise Seventy Five
thick cement plaster in cement mortar (1 Only
Cement : 4 coarse sand) in rough finishing
and 8 mm thick top coat of cement mortar 1:2 (
Cement : 2 coarse sand) finished with trovel
including scaffolding curing etc.
complete. Ground Floor
17 1535.00 Applying two coats of Birla or Asian acrylic 118.31 Rs. One Hundred Sqmt
lappy (putty) and two coats of primer of Eighteen and Paise
approved brand and manufacture on new Thirty One Only
wall surface to give an even shade including
thoroughly brushing the surface free from
mortar dropping and other foreign matter and
sand prepared smooth. and Wall painting (two
coats) with plastic emulsion paint of approved
brand and manufacture on undecorated wall
surface to give an even shade including throughly
brushing the surface free from mortar droppings
and other foreign matter and sand papered
18 1657.00 Finishing wall with weather proof exterior emulsion 113.40 Rs. One Hundred Sqmt
paint on wall surface (two coats) to give an Thirteen and Paise
required shape even shade after thoroughly Fourty Only
brushing the surface to remove all dirt, and
remains of loose powdered materials.etc complete
19 1205.00 Providing and laying polished Kota stone slab 1033.20 Rs. One Thousand Sqmt
flooring over 20mm (Average) thick base of cement Eighty Five and
mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 Paise Fourty Eight
laid over and jointed with grey cement slurry Only
including rubbing and polishing etc. complete. (B)
Item Quantities Item of Works Estimated Rate Unit Total
No. Estimated Rs In Rs. in Amount
but may be Figures Words Accourding
more or to Estimated
less Rs. Ps Quantities
20 1125.00 Carrying out plinth treatment to post 34.02 Rs. Thirty Four and Sqmt
constrution/existing structrue by spraying chemical Paise Two Only
solution for termite control treatment including
labour and material consistent with I.S.I
specification. Using chloride and Chiorpurfiles
EC. Asper 6131_ paret-II Consentration Weight
one percent is recommended i.e. one litre 20 EC
chemical emulsion with 19 litre give 1%
concentration inclusive of one litre chemical
emulsion application at the rate of 5 litre
chemical/sqmt. of surface is recommended as
21 25.00 Providing and fixing window having 1688.78 Rs. One Thousand Sqmt
extruded aluminum Colour Powder Coated Six Hundred Eighty
section frame main outer size 63.50 x 38.10 x Eight and Paise
1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two Seventy Eight Only
track member size 61.85 mm x 31.75 mm x
1.20mm @ wt.of 0.695 Kg/mt, vertical member
of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of
0.0.659 Kg/mt with sliding shutters of
horizontal member size 40mm x 18mm x 1.29mm
@ wt.of 0.456Kg/mt, vertical member of size
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 window
22 625.00 Providing and fixing M.S. ORNAMENTAL 149.00 Rs. One Hundred Kg
GRILLS of required pattern with at Fourty Nine Only
required spacings and frame alround, square
or round bars, in columns, beams and joists,
channels, MS flat, Angles, Pipes, tees flats with
connecting plates or angle cleats Steel work
welded, in built up sections framed work including
cutting, hoisting, fixing in position and with one
coat primer & two coat oil paint as per detail
drawings etc. complete. at any lead and lift etc.
complete. As directed by EIC.
Item Quantities Item of Works Estimated Rate Unit Total
No. Estimated Rs In Rs. in Amount
but may be Figures Words Accourding
more or to Estimated
less Rs. Ps Quantities
23 84.00 Providing formwork of ordinary timber planking 173.25 Rs. One Hundred Sqmt
so as to give a rough finish including Seventy Three and
centering shuttering strutting and propping etc. Paise Twenty Five
Height of propping and centering below supporting Only
floor to ceiling not exceeding 4 M. and removal
of the same for in situ reinforced concrete and
plain concrete work in. (A) Foundations Footings
Bases of Columns etc. and Mass concrete.
24 1358.00 Providing formwork (G) Column 300.83 Rs. Three Hundred Sqmt
and Paise Eighty
25 686.00 Providing formwork H) Side and soffit of beam, 195.30 Rs. One Hundred Sqmt
haunchings, cantilevers, girders, bracings and Ninety Five and
lintels exceeding 1.0m in depth Paise Thirty Only
26 1242.00 Providing corrugated G.I. sheet of class-3 roofing 719.93 Rs. Seven Hundred Sqmt
fixed with glavanished iron J or L Hooks, Bolts and Nineteen and Paise
nuts 8mm diameter with bitumen and G.I. limpet Ninety Three Only
washer or G.I. limpet washer. filled with white lead
complete excluding the cost of purlins, Rafters and
Trusses.(1) 0.80 mm thick sheet.
27 350.00 Steel work, riveted in built up sections framed work 8701.88 Rs. Eight Thousand Qtl
including cutting, hoisting, fixing in position and Seven Hundred One
applying a priming coat of red lead paint. (D) In and Paise Eighty
trussses and trussed purlins, upto 25 M. span and Eight Only
15 M ovarall height.
28 103.00 Providing and fixing rolling shutters of approved make 3468.72 Rs. Thrre Thousand Sqmt
made of 80 mm wide M.S. laths inter-locked together Four Hundred Sixty
through their entire length and jointed together at the Eight and Paise
ends by end locks mounted on specially designed pipe Seventy Two Only
shaft with bracket plates, guide channels and
arragements for inside and outside locking with push-
pull operation including the cost of hood cover
andspring etc. complete.(A) Shutters having width
Item Quantities Item of Works Estimated Rate Unit Total
No. Estimated Rs In Rs. in Amount
but may be Figures Words Accourding
more or to Estimated
less Rs. Ps Quantities
I am / We are willing to carryout the work ...................................................% Above / Below
_________________ ____ percent (Should be written in figures and words ) Estimate rate mentioned above
amount of My / Our tender work put as under.
Estimate Amount Estimate Amount
[1] All work shall be carried out as per Public works Deptt. Hand Book and other specification or as directed
[2] Rates quoted include clearance of site (Prior commence of work and as its colse inall hold good for work
under all conditions, site moisture weather etc.
[3] The contractor shall exhibit a Board as per Govt. No.806/3277/1657 Dt. 26-04-78 (guj) RGR-No.TNC-1090/24-C
Dated 29-11-90 and GR. Dt. 18-11-91. involved at sitewith in any payment as directed by Engineer - in - Charge.
[4] Testing of materials shall be as per statement attached for quality control with specification., the materials shall be tested in
GREI for testing charges shall be paid byExecutive Engineer , and of amount put to tender after deducting the cost of
materialsas per Schedule - 'A' shall be recovered from contractor in Running bill as per G.R. of R&B Deptt. No. TNC/1085-4-
[5] The contractor shall be state even "NIL" precent of no reduction as offcered.
[6] One Percent of estimate cost put to tender for this work shall be recovered from the contract payment as "Labour Cess" in
terms of the Gujarat Government Gezette dated 12-12-2004 implementation of building & other construction worker's
(Rezolution of Employment and condition of service Act. 1996).
Signature of Chairman
Contractor A.P.M.C.
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
Building Specification.pdf
Circular.8.pdf
Drg APMC VALIA PLOT LAYOUT- 1520 MT.pdf
Drg 1365 MT SHED FINAL A3.pdf
Drg 1520 MT SHED.pdf
Drg APMC VALIA PLOT LAYOUT- 1365 MT.pdf
GR- Other.pdf
Index to Specification.pdf
Qualification Criteria-4.pdf
SBD- Valiya.pdf
Schedule-B.pdf
TENDER NOTICE1- Shop-Godown Valiya.pdf
tital-1.pdf
Test Schedule1.pdf
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