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Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
23 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panam Project Division, Godhra
CONSTRUCTION OF GADA CHECKDAM ACROSS VALAI RIVER NEAR VILLAGE GADA TALUKA: SANTRAMPUR DISTRICT: MAHISAGAR.
284187
34 of 2025-26
Open
Civil - All
Panchmahal
1 document required · 1 mandatory
₹3,600
Yes
Executive Engineer, Panam Project Division, Godhra
₹1.6 L
Yes
8 Mar 2026
8 Mar 2026
8 Mar 2026
23 Mar 2026
8 Mar 2026
Quantity Description of Item Unit Amount
In Figure In Word
Dewatering the foundation trenches during excavation, laying foundation
concrete, masonry etc. till completion and diversion of surface and Rupees Fifty Two Paise
subsurface water etc. complete as directed.
J.C.B. 4 CX, Rupees One Thousand
40.00 1769.00 Seven hundred Sixty Hour
(RA as per Annexure-7)
Excavation for foundation in overburden in all sorts of soil hard murrum
gravel etc including shoring , strutting and depositing the excavated stuff Rupees One hundred
in regular stacks or layers with lead up to 500 mtr and all lifts. (By Ten Paise Fifty Only
Machinery) (b) INCLUDING DEWATERING
Excavation for foundation below overburden in soft rock including
shorting out & depositing the excavation stuff as and where directed with Rupees Two hundred
lid up to 500 mtr and all lifts . (Machinery ) (b) INCLUDING DEWATERING Thirty Five Only
Excavation for foundation in hard rock including stacking the excavated
stuff in spoil banks & sorting out usable rubble and stacking regularly as Rupees Three hundred
and where directed with lead up to 500 m & all lift. with Rock Drilling & Ninety Seven Only
blasting (By Machinery) (b) INCLUDING DEWATERING
Providing & Laying in position "NOMINAL MIX" cement concrete using
cement, sand and crushed aggregate by mass and machine mix for
C.C./R.C.C work incl. necessary formworks centering, scaffolding, Rupees Three
111.00 compaction by vibrator, curing as directed with all lead & lift etc 3346.00 Thousand Three hundred Cum
complete Without Dewatering and excluding cost of steel reinforcement. Forty Six Only
(A) For Foundation concrete / General purpose (a) C. C. Nominal Mix, M-
10 and MSA-40 mm
Providing & Laying in position "DESIGN MIX" cement concrete using
cement sand and crushed aggregate for C.C./ R.C.C work by "FLORI"
including necessary formwork, centering, scaffolding, compaction by
vibrator, curing as directed with all lead & lift etc complete without Rupees Four Thousand
2683.00 dewatering and excluding the cost of steel reinforcement.(B) For Pier and 4344.00 Three hundred Forty Cum
Abutments / Wing wall / Head wall / Return wall / Dowel Wall etc Four Only
(h) Concrete grade M-15 and MSA-40 mm
Providing & Placing in position reinforcement bars including cutting,
bending, welding joints where necessary, hooking etc. complete as per Rupees Eighty Two
drawing for all lead and lifts. TMT / CRS (FE 500 D) Thousand Nineteen Only
Back filling the foundation trenches around the structures etc ,with
Rupees Thirty Six Paise
712.00 selected excavated stuff including watering, ramming,compacting etc. 36.90 Cum
complete. (By Machinery)
Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C. Pipe for Rupees Two hundred
96.00 weep holes with non corroding jali in abutments, wing walls, retaining 262.50 Sixty Two Paise Fifty Rmt
walls etc. complete. Only
Providing and laying inverted filter of specified thickness in two layears
Gravel/Metal, Sand as specified in drawing at the back of abutment, Rupees Five hundred
returns & wing walls etc. complete (Assumining 0.60 m Five Paise Ten Only
thick.,0.30mGravel/Metalfilter& 0.30m. Sand filter)
Providing and laying inverted filter of specified thickness in two layears
Rupees Two hundred
133.00 Gravel/Metal,Sand as specified in drawing at the back of abutment, 252.50 Sqmt
Fifty Two Paise Fifty Only
returns & wing walls etc. complete (Assumining 0.30 m thick.)
Quantity Description of Item Unit Amount
In Figure In Word
Providing and fixing in position P.V.C. heavy duty water stops in barrels,
troughs and wing walls with 25 mm wide expansion joint as shown in Rupees Six hundred
116.25 drawing including filling the joints with asphalt pad or bitumen cork 634.50 Thirty Four Paise Fifty Rmt
board of approved quality. (Asphalt pad or bitumen cork board will be Only
paid seperatly)(b) 300 MM WIDE PVC WATER STOP
Providing and laying Rubbles not weighing less than 40 Kg and 300 mm
Rupees Seven hundred
360.00 in Size in Launching Apron including transporting, laying etc complete as 704.00 Cum
Providing and fixing in position 1.80 m high above finished ground level
canal data boards of standard size 1.20m x 0.90m with M.S. angle 40mm Rupees Three
1.00 x 40mm x 6mm with 3mm thick iron plate in 1:5:10 proportion concrete 3103.00 Thousand One hundred Nos
block size 40cm x 40cm x 75cm including painting existing data on the Three Only
board etc. complete as directed.
Providing and fixing 2.30 m long TMT steel anchor bars of 16 mm dia by
drilling 35 mm dia hole in fouandation including necessary cutting,
Rupees Six hundred
135.00 bending, hoisting bars and grouting the holes with cement slurry etc. 692.90 Ninety Two Paise Ninety No.
complete (1.0 mt. to be inserted Only
below excavated level) as directed.
Providing and supplying mechnically double twisted highly galvanized
with (PVC) Polyvinyl Chloride coating gabions made of mesh size 10 x
cm woven wire (3.00mm dia), tying with lacing wire of dia 2.2mm, as per
ASTM A975-97, size of gabion, including providing and laying stones in Rupees Three
400.00 the gabions and arranging them in a required manner in the section or 3417.00 Thousand Four hundred Nos
such other structure with arranging in required layer thickness and Seventeen Only
arranging gabions , with the crane if required (if required as per drawings
or as directed ) with all material , labour , tools, lead and lift etc. comp.
(A) 1 m x 1 m x 1 m Size (Stone Weight 10 to 40kg)
Rupees One Crore Sixty Two Lakh Fifty Four thousand Seventy Five Only
Deputy Executive Engineer
Hadaf Irrigation Sub Division
I/We am/are willing to carry out the work at ………………………………………………………....% above/below
(percent should be written in figures and words) of the estimated rates mention above.
Amount of my / our tender worksout as under :
Estimated amount * Estimated amount
put to tender Rs. …………… put to tender Rs. …………
deduct ……% below Rs………………. Add …….%above Rs. …………
Net Rs ……………. Net Rs. …………
(Please strike out whichever is not applicable)
Note 1 : All work shall be carried out as per Public Works Department Handbook and other specifications of
Division or directed.
Note 2 : All the columns in schedule should be filled in ink and the total of the entries in the last coulmn
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.
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5 SBD Book Gada CD.pdf
5 SCH-B Gada CD.pdf
5 Technical Specification-Gada.pdf
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