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Tender Value
₹4.4 L
EMD Value
₹4,400
Closing Date
16 Jun 2026, 6:00 pm7d left
Ankleshwar nagarpalika chief officer
Providing, Supplying and laying Drainage line in Visha faliya Masjid Gully at Ankleshwar.
312447
Tender 04/2026 Drainage Line
Open
Civil Works - Water Works
Bharuch
3 documents required · 3 mandatory
₹600
Chief Officer, Ankleshwar Nagar Palika, Ankleshwar
₹4,400
8 Jun 2026
8 Jun 2026
8 Jun 2026
16 Jun 2026
8 Jun 2026
Name Of Work : Providing, Supplying and laying Drainage line in Visha faliya Masjid Gully at
Sr.No. Item Description Quantity Rate Unit Amount
Dismentaling pre-cast Rubber Dye inter lock floors
1 including stacking of serviceable materilas and disposal 135.00 55.20 Sq.Mt.
of unserviceable materials with all lead and lift.
Excavation upto 1.50mt. depth for pipe line trenches
for water supply, sewerage line, manhole etc all with
shoring and struting if required as per required
gradient and line including safety provisions using site
rails and stacking excavated stuff including up to all
required lead cleaning the sile etc. complete for all lifts
and strats as specified.In hard murum,boulders,
including macadam road.
Providing and Supplying ISI Standard R.C.C. Class NP3
Test Pressure 0.7 Kg/sq.cm of 200mm dia.pipes (of
Sulphate Resisting Cement) in standard lengths &
suitable for either collar joints or rubber ring joints
including all taxes, insurance, transportation, freight
charges, octroi, inspection charges, loading, unloading,
conveyance to departmental stores, stacking as
directed by Engineer-in-charge.Note: One collar should
be supplied with each full length plain ended RCC pipe,
cost included in rate. One rubber ring should be
supplied with each full length socketed pipe, cost
included in rate.
Lowering, laying and jointing R. C. C. NP3 pipes in C. M.
1:1 1/2 of of 200mm dia. in proper position, grade and
4 alignment at all level as directed by Engineer-in-charge 120.00 104.88 R.Mt.
including conveyance from stores to site of work,
labour, giving hydraulic testing as per ISI code.
Providing and constructing Sewer manholes, scraper
manholes and unit house connection chamber, as per
the type design in brick masonry in C. M. 1:5 and inside
and outside 20mm thick plastering in C. M. 1:3
necessary 100 mm coping with reinforcement in
R.C.C.M. 200 fixing C. I. steps and fixing manhole frame
and covers (But excluding supply of manhole frame
5 and covers) over manholes and house connection 12.00 14514.93 No.
chambers and fixing Manhole covers (but excluding
supplying of manhole covers) over scraper manhole
etc. complete, providing and fixing safety chain
wherever necessary as per the stipulations in the type
design complete as per latest CPHEEO manual. (excl.
excavation).a)Manhole type "A" Circular type having
inside diameter of 1200 mm for depth upto 1m depth
Sr.No. Item Description Quantity Rate Unit Amount
Extra depth beyond 1.00mt. But up to 1.50mt. Depth
for Type "A" Manhole
Providing R.C.C precast manhole frame manufacture,
supply and delivery at store or at site of work. Precast
RCC M200 Frame suitable to drainage M.H. and as per
7 type design and Drawing including cost of 12.00 1336.01 No.
reinforcement, M.S. Angles or flat, curing mold work
etc.(A) Heavy Duty (1) Frame suitable for 50 cm
manhole opening
Providing R.C.C precast manhole cover manufacture,
supply and delivery at store or at site of work. Precast
RCC M200 Cover suitable to drainage M.H. and as per
8 type design and Drawing including cost of 12.00 1397.98 No.
reinforcement, M.S. Angles or flat, curing mold work
etc.(A) Heavy Duty (2) Cover suitable for 50 cm
manhole opening
Refilling the pipeline trenches incl. ramming, watering,
9 consolidating desposal of surplus stuff as directed 177.00 26.22 Cu.Mt.
within a radius of 3 km.
Providing & laying of specified compacted thickness
Granular sub base (GSB) in specified grading in table
400-1 of the specification MORT&H and compactor to
the required density with 8 - 10 tonne vibratory roller
with plain drum or heavy pneumatic tyred roller of
minimum 200 to 300 KN weight in all seasons as per
MORT&H , maintaining the required slope & grade
10 during the operation as approved by the engineer in 20.00 1401.56 Cu.Mt.
charge & watering to the proper moisture content and
sprinkled with the help of truck mounted water tank
fitted with suitable arrangement .( fully saturated
having CBR value greater or equal to 30) compacted
thickness of 150 mm consisting of Machine crust stone
aggregate as per grading 1 in table 400-1 of the
specification MORT&H fifth Revision.
Labour for fixing pre-cast Rubber Dye / steel Dye inter
locking concrete block 60mm thick with grade of
concrete M300 pnumatic compressed / vibrated
mechanically and as per approved design Confirming
11 to IS 15658 : 2006 including 35 mm Sand layer for 135.00 249.09 Sq.Mt.
levelling and filling the joint with sand in proper line
and level as per guidlines of IRC : SP 63-2018 etc.
Sr.No. Item Description Quantity Rate Unit Amount
Carring out Colour photography Post card size during
execution of whole work ( Initial & Final from same
point of view ) as per direction of Engineer incharge
including mentioning name of work (Minmum 2+2 =
4 Photograph for each stage) with high defination
camera etc complete.
I / we agree to carry out the above work at __________% above the estimated rate put to tender
I / we agree to carry out the above work at __________% below the estimated rate put to tender.
Estimated amount Estimated amount
Put to tender Rs. 4,36,551.00 Put to tender Rs.
Net amount Rs.___________________ Net amount Rs.______________________
Contractor Sign With Seal Ankleshwar Nagar Palika
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details.html
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01 GCC SCC FOR Visha faliya Gully Drainage.pdf
02 Schedule-B.pdf
03 Site Visit Certificate.pdf
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