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Tender Value
₹22.7 L
EMD Value
₹22,700
Closing Date
2 Jun 2026, 6:00 pmClosed
Executive Engineer, P. H. Dharoi Project Division, GWSSB, Mehsana
Construction of compound wall and wire fancing work at Lukhasan and Kahoda SHW, RCC Road and Land filling work At Lukhasan HW Under Dharoi RWSS. Ta: Siddhpur, Dist. :- Patan.
306302
02/2026-27
Open
Water Supply/ Sanitation Works
Works
Mehsana
6 documents required · 6 mandatory
₹900
Executive Engineer, P. H. Works Division, GWSSB Mehsana
₹22,700
19 May 2026
19 May 2026
19 May 2026
2 Jun 2026
19 May 2026
Name of work :-Construction of compound wall and wire fancing work at Lukhasan and Kahoda
SHW, RCC Road and Land filling work At Lukhasan HW Under Dharoi RWSS. Ta: Siddhpur, Dist. :-
Sr. Description of Materials Qty. to be supplied Rate Unit Place of Delivery
The contractor submitting the Tender shall see that the rate in Schedule-A are filled in by the Engineer in Charge at the time of
The contractor while submitting the tender shall provide his own arrangement at his own cost for loading, unloading, and
transporting safety to the site of work the cement stipulated in Schedule-A
3 Binding wire of 15 gauge of thinner gauge required for placing the reinforcement in position shall be provided at his own cost.
All the materials required for the items other than labour in Schedule-A but available with the dept. will be issued on request to
the contractor. (for use in this contract only) at prevailing market rates or departmental issue rates whichever is higher.
All the surplus materials supplied by the deptt. As mentioned in schedule-A should be handed over to the Department by the
contractor at the Govt. stores as directed.
The materials mentioned in schedule-A shall have to be checked for their correctness and soundness by the contractor before
taking the delivery of the materials from the Government.
7 Necessary cement will be purchased by the agency at their own cost from open market.
The persons of firm submitting the Tender should see that rates in the above schedule are filled up by the Executive Engineer, on
the issue of form prior to the submission of the Tender.
9 Carting of above materials should be done by contractor at his own cost.
Contractor should return the balance materials in good and acceptable condition, otherwise recovery at the double rates will be
affected in view of Clause 12.4.
Those works will be executed which are found necessary at the time of execution, contractor will not be entitle for any claim for
11 saving in any items as per site condition.
The sub contract, if any given by the contractor would not create any right against the Board.
13 The Amount Recoverable from the contractor by the Gujarat water supply and sewerage board on any account shall be liable to
be recovered from the amount payable to the contractor / suppliers.
14 After passing the bill fund shall be demanded to higher authority payment shall be made after getting fund from higher authority.
Signature of contractor Deputy Executive Engineer
Public Health Dharoi Proj. Sub.Division
Executive Engineer
Public Health Dharoi Proj. Division
Name of work :-Construction of compound wall and wire fancing work at Lukhasan and Kahoda SHW, RCC Road and Land filling work
At Lukhasan HW Under Dharoi RWSS. Ta: Siddhpur, Dist. :- Patan
Decription Qty Unit Amount
No. In figure In Words
Excavation for foundation up to 1.5 M. depth including sorting out and stacking of Rupees One Hundred Twenty
1.0 useful materials and disposing of excavated stuff up to 50 M. lead. 203.13 Cmt 128.79 Eight & Paise Seventy Nine
in Loose or Soft soil only
Filling available excavated earth (excluding rock) in tranches, plinths, sides of
Rupees One Hundred Thirty
foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited
2.0 98.03 Cmt 137.47 Seven & Paise Forty Seven
layers by ramming and watering.
in Loose or Soft soil Rate
P.C.C. M-10 leveling Course
Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp. to
Rupees Three Thousand Six
3.0 prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. 20.31 Cmt 3662.00
Hundred Sixty Two only
consolidation curing etc. complete.
2.2 Without Forms Work
Brick work using common burnt clay building bricks having crushing strength not less Rupees Three Thousand
4.0 than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement :6 -fine 213.48 Cmt 3708.98 Seven Hundred Eight & Paise
sand)(B) Conventional Ninety Eight only
Supplying cutting, bending, binding and placing in position steel as per plan and design Rupees Seventy Seven
5.0 and as per ISS 2502 including cost of steel and binding wire for reservoirs/structures 1.490 MT 77504.00 Thousand Five Hundred Four
only including lift up to 6 meter height or depth below G.L. for all diameters only
Providing 15 mm. Thick cement plaster in single coat on rough (similar) side og single
Rupees One Hundred Eighty
or half brick walls for interior plastering up to floor two level and finished even and
6.0 1239.49 Sq.Mt. 188.98 Eight & Paise Ninety Eight
cement Mortar 1:3 ( 1 cement : 3 Sand )
Finishing wall with weather proof exterior emulsion paint on wall surface (two coats)
Rupees One Hundred Twenty
7.0 to give an required shape even shade after thoroughly brushing the surface to remove 1239.49 Sq.Mt. 122.14
Two & Paise Fourteen only
all dirt and remains of loose powdered materials etc. Complete.
Steel work, welded in built up sections framed work including cutting, hoisting, fixing Rupees Nine Thousand Eight
8.0 in position and applying a priming coat of red lead paint. (D) In trussses and trussed 3.36 Qtl 9818.27 Hundred Eighteen & Paise
purlins, upto 25 M. span and 15 M. ovarall height. Twenty Seven only
Decription Qty Unit Amount
No. In figure In Words
Painting two coats (excluding priming coat) over new steel & other metal surface with
Rupees Ninety Six & Paise
9.0 enamel paint, brushing, interior to give an even shade including cleaning the surface of 11.20 Sq.Mt. 96.59
Fifty Nine only
all dirt, dust and other foreign matter.
Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4)
(proportions as per mix design or as per Table 9 of IS456 2000 in masses by weigh
batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work,
Rupees Four Thousand Nine
10.0 including scaffolding centering, form work, needle vibrated consolidation, curing comp. 23.82 Cmt 4906.00
Hundred Six only
up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with
centering and shuttering/deshuttering etc. comp. for structure for other than water
retaining. (a) Footong for Column or Foundation (with Form Work)
Providing and fixing 1.20 Metre high fencing with 2.0 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 Rupees Three Hundred
11.0 lines and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 267.00 Rmt 391.93 Ninety One & Paise Ninety
Metre, strained and fixed to posts with G.I,staples including fixing the postsin ground Three only
with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete.
Box cutting the road surface to proper slope and camber for making a base for road Rupees One Hundred
12.0 work including removing the excavated stuff and depositing on the road side slope as 24.00 Cmt 114.44 Fourteen & Paise Forty Four
directed upto 50Mt.lead. only
Providing and laying cement concrete 1:4:8 (1- Cement :4- coarse sand : 8- hand Rupees Two Thousand Six
13.0 broken stone aggregates 40 mm nominal size) and curing complete excluding cost of 18.00 Cmt 2660.31 Hundred Sixty & Paise Thirty
formwork in (A) Foundation and Plinth One only
Providing and laying controlled cement concrete M.200 and curing complete excluding Rupees Three Thousand
14.0 the cost of formwork and reinforcement for reinforced concrete work in (A) 24.00 Cmt 3874.28 Eight Hundred Seventy Four
Foundations, footings, Base of columns and Mass concrete & Paise Twenty Eight only
Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block
Rupees Three Hundred
30 cm length, 30 cm ht and 15 cm thick of M-250 grade concrete as per approved
15.0 60.00 Rmt 374.92 Seventy Four & Paise Ninety
design and including excavation for fixing in proper line and level, filling the join with
C;M 1:3 ( 1 cement :3 Fine Sand) etc complete. (upto 10 Ton)
Rupees One Hundred
Earthwork for embankment including breaking clods, dressing with all lead and lift
16.0 2470.272 Cmt 177.34 Seventy Seven & Paise Thirty
(excluding watering and consolidation)(E) From Borrow area within 3.0 Km. lead
Total of Schedule B
Decription Qty Unit Amount
No. In figure In Words
I/We am /are withing to carry out the work at % above / belwo (Should be written in figures and words) Above/ below the tendered rate
mentioned and above amount of my tender as under
Estimated amount put to Estimated amount put to
Signature of contractor
Executive Engineer Deputy Executive Engineer
Public Health Dharoi Proj. Division Public Health Dharoi Proj. Sub.Division
Mehsana Sidhapur
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gst latest.pdf
4_SD EMD GR 25-26.pdf
14. Price Variation Paripatra 2023.pdf
Badhakam Shramyogi.PDF
DMO_2941_01-Apr-2026_744.pdf
vol 1 b gcc.pdf
vol 2 extent of work.pdf
vol 3 price bid.pdf
sch a b.pdf
volume 1.pdf
vol 1 b note.pdf
VOL II R and B General Specification.pdf
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