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Tender ID
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
2 Feb 2026, 6:00 pmClosed
Executive Engineer, U.L.B.C.Inv.Dn.No.2,Valod
Construction of Chapaldhara Checkdam across Kavero River near village Chapaldhara Taluka:- Vansda District:- Navsari. (II Attempt)
264408
E Tender Notice No.29 of 2025-26
Open
Civil Works
Works
Tapi
13 documents required · 11 mandatory · 2 optional
₹3,600
Yes
Executive Engineer, U.L.B.C.Inv.Dn.No.2,Valod
₹1.8 L
Yes
13 Jan 2026
13 Jan 2026
13 Jan 2026
2 Feb 2026
13 Jan 2026
Name of Work-Construction of Chapaldhara Checkdam across Kavero River near village Chapaldhara
Taluka:- Vansda District:- Navsari.
Item Description of Item (with brief specification and reference Rate
Quantity Unit. Amount
No. tobookofspecifications) Infigures
Excavation for foundation in all sorts of soil including yellow, sandy,
gravelly soil, soft & hard murrum, etc. dry condition including depositing
1 the excavated stuff in uniform layers in banks or as directed etc. complete 1472.00 m
for lead uo to 1.0 Km and all lifts. (By machinery) (a) Above
Excavation for foundation in soft rock including depositing the excavated
stuff as and where directed etc. complete for lead upto 1.0 Km and all
lifts. (By machinary) (a) Above water table
Excavation for foundation in hard rock including blasting and chiseling if
necessary sorting out and stacking separately the usable rubble,
depositing the excavated stuff as and where directed including back
3 filling trenches with suitable excavated stuff etc. complete for lead up to 289.00 m3 330.50
1.0 km & all lifts (By machinery)
( a ) Above water table
Drilling holes of 35 mm dia. vertical or inclined in all formations of rock
/concrete upto required depth including washing with air & water at
4 required pressure for following stage of depth. 24(A) For 0.00 to 10.0 583.00 Rmt 2321.70
Providing and placing in position reinforcement bars including cutting,
5 bending welding, joints where necessary, hooking etc. complete as per 235.40 Qtl 7194.00
drawing for all lead and lifts. (b) TMT
Providing and Laying in position cement concrete M15 (MSA40) using
cement, sandand Machine Crushed Coarse Aggregate including
6 providing necessary formwork, compaction, finishing and curingas 3145.00 m3 3996.90
required etc.completed for checkdams (with Mobile Batching)
Providing and laying cement concrete 1:3:6 plumb concrete with
cement sand and coarse aggregate with 15% rubble in cement
7 concrete including mixing, placing, temping, curing smooth finishing 360.00 m3 3500.00
Back filling the foundation trenches around the structures etc. with
selected excavated stuff including watering, ramming, compacting etc.
complete. (By machinary)
Supplying & Laying mechanically woven double twisted hexagonal Zn +
PVC coated box wire mesh reno mattress size 2.0mt. x1.0mt. x0.30mt.
filled with 10 to 15 kg trap rubble stone (approximate 2.70)tone with
mesh size 6cmx8cm including packing, interlocking of stones & fusing
9 top of 84.00 Nos 3654.00
gabion & tying to each other & laying to the required line, level slope
with all leads & lifts as directed etc. complete. (Considering lead of
45km for rubble materials)
Providing & fixing in position sign board of standard size of 1.20 m x
0.90m with M.S. angle 40mm x 40mm x 6mm with 3 mm thick iron plate
10 including fixing in 1:5:10 prop. Concrete block size 40cm x 40cm x 1.00 Nos 3011.30
75cm including painting existing data on board etc. complate as directed.
Providing and fixing in position 110mm dia PVC pipe weep holes in
abutment, wing wall, and laying training etc. complete.
Item Description of Item (with brief specification and reference Rate
Quantity Unit. Amount
No. tobookofspecifications) Infigures
Providing & fixing in position PVC heavy duty water stops in barrels,
trough and wing wall with 25 mm wide expension joint as shown in
12 drawing including filling the joints with asphalt pad or bitumins or cork 82.00 Rmt 445.50
board of approved quality. (B) 300 mm wide PVC water stop.
Providing inverted filter of 8cm sand and 8cm gravel below/behind Sqmt
13 wall/pitching including laying to correct slopes after necessary trimming 168.00 146.90
of earth work etc. complete.
Providing inverted filter of 30 cm. sand and 30 cm. gravel below / behind
14 wall / pitching including laying to correct slopes after necessary trimming 64.00 Sqmt 550.74
of earthwork etc complete
Providing and fixing marble plate of 2 cm thickness including engraving
and filling paint for letters as directed. cm2
Providing videography on the occasion of function or for on going
16 construction work including dubbing titeling etc. complete including cost 4.00 4HRS 1230.51
of cassesstte/CD. (a) Up to 4 hrs
Care and diversion of river including required dewatering during
17 construction of weir and allied works as prescribed and directed etc. 1.00 Job 50000.00
Rs. One Crore Seventy Nine Lac Three Thousand Two Hundred Seventy Two & Eighty Paise Only
the other conditions of schedule - B will ream unchanged.
Deputy Executive Engineer Executive Engineer
JHUJ P.E.D. SUB DN NO-2 U L B C Inv. Dn.No.2
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SBD Chapaldhara.pdf
SCHEDULE -B Chapaldhara.pdf
Tender Notice No.29 of 2025-26.pdf
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