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Tender Value
₹44.4 L
EMD Value
₹45,000
Closing Date
1 Sept 2026, 6:00 pm4d left
Executive Engineer, Drainage Division, Gandhinagar
Constructing New R.C.C. Box Culvert with using Precast Box across Dhanap-Muthiya drain at chainage 3610 meter near Village Mahundra Ta. Gandhinagar, Dist. Gandhinagar.
333556
06 ( Amendment) of 2026 – 2027
Open
Civil Works - Others
Works
Gandhinagar
12 documents required · 12 mandatory
₹1,500
Executive Engineer Drainage Division Gandhinagar
₹45,000
11 Aug 2026
11 Aug 2026
11 Aug 2026
1 Sept 2026
11 Aug 2026
Name of Work: Constructing New R.C.C. Box Culvert with using Precast Box across Dhanap-Muthiya drain at chainage 3610 meter
near Village Mahundra Ta. Gandhinagar, Dist. Gandhinagar.
Item No. Item Description Qty Unit Rates Amount
Jungle Clearence of specified category and bushes for canal/drain
1 work as directed with desposing materials etc. complete. ( excluding 0.24 Ha. 20,708.00
tree of girth above 0.5 mt.) (b) for Medium dense
Clearing the silt from the canal/bed by digging the same to the
required bed level and gradient including depositing the excavated
earth regularly in spoil bank for utilising the same for preparing the
bund after breaking clods as and where directed for lead up 200 Mt.&
lift upto 3 Mt. as under (Excluding weed cutting) (b)For canal above
Dismentalling masonary in lime or cement & stacking of useful and
unuseful material from dismentalled materials as directed under
details in lead upto 200 mt. as directed under detailed specifications
etc. comp. (a) Brick
Dismentalling of RCC work viz. slab, beam, lintel, barrel,staircase etc.
including removing the steel from the dismentelled portion without
4 damage to reinforcement sorting & stacking of useful and unuseful 22.00 Cum 1,514.90
material from the dismentalled materials as directed under the
detailed specification etc. complete.
Excavation in all sorts of soil (including wet and slushy condition of
soil) with yellow, sandy, gravelly soil including soft murrum & H.M.
including sorting & stacking and depositing the excavated stuff in
5 uniform layers as and where directed upto lead of 30 m and lift as 221.00 Cum 79.00
shown below including clearing the site etc. compute (including
(B) For foundation trenches of C.D. work (a) 0 to 3 Mt. depth
Providing and laying in position cement concrete M15 using cement,
Sand and machine crushed course aggregate including providing
necessary form work, compaction, finishing and curring as required
etc. completed.
Providing and placing in position FE 500D bar reinforcement for
following items including cutting bending hooking and tying
complete as per detailed drawing. For well :- curb, staining,
cap and RCC Raft.
Providing and laying in position reinforce cement concrete using
crushed aggregate including providing necessary form work,
8 centering, vibrating, smooth specified finishing, curring as required 74.00 Cum 5,996.00
for specified leads and all lifts etc complete in M-20 grade(c) for
walls, including top and bottom slab of outlet sluice etc complete.
Providing, Laying and Installation of ISO/BIS Certified factory made
Precast Box Culvert units of 3000 mm x 3000 mm, 1000 mm length
with all transportation, loading, unloading, fixing, etc. charges
confirming to Japanese Industrial Standards (JIS) or meeting IS
requirements, made by using advanced Technology having High
Performance Self Compacting Concrete of M50 Grade concrete cube
strength and using Fe 500/Fe 500D reinforcement bar designed for
70 R loading with 0.0 m to 0.5 m earth cushion above it. Product also
9 includes, male & female jointing system, groove for fixing rubber 21.00 Nos. 115,706.00
gasket, flange coupling jointing arrangements and special in-built
hanging brackets at appropriate locations for faster & safe
installation of the product. In no case the casting shall be allowed to
be prepared at site.The Factory /Industry such producting shall have
steam curing facility and all products shall be steam cured as per
codal provisions. It should be casted in the stringent atmospheric &
pre-defined condition, as per approved QAP as by Engineer In
charge. Box Culvert 3000 *3000 (B*H) mm in to in dimension
Providing weep holes 100 or 110 mm dia. pipe in the retaining wall
etc complete.(b) P.V.C.Pipe
Earth work in embankment from borrow pits in all sorts of soil and
soft murrum or other suitable strata as directed including breaking
the clods and dressing to the design sections including cutting the
proud section with lead as under and all lift including clearing the
site including dewatering etc. comp.(A) For all canal capacity.(c)
Providing and Fixing post and pipe railing as per detailed drawing
including 3 coats of painting to steel works complete.
Informatory Signs:-Providing and fixing sing boards made out of
mm aluminium sheet; size 80 x 60 cms. rectangle as per the design of
IRC-67-1977 pre treated with phospheting process & acidteching;
coated with one coat of epoxy primer and two coats of best quality
epoxy paint; reflectorised with retror efiective sheeting as per latest
M.O.S.T. Specifications; 3.1 m long stand postand frame fabricated
13 from suitable sizeiron angle of 35 x 35 x 3 mm 75x75x6 mm as 1.00 Nos. 3,818.71
required; painted with best quality epoxy coatings in black and white
bends. the details of symbol for each board shall details of symbol for
each board shall be as per the instruction of engineer incharge. The
fixing at site shall be in 1:2:4 CC block of size 45x45x60cms. for each
leg. including excavation curing tec. complete under the supervision
of engineer in charge. (A) Engineer Grade (VR)...
Rupees Fourty Four Lakh Fourty Two Thousands Six Hundreds Seventy Three Rupees and Ninety Five Paisa Only/-
I/We am/are willing to carry out the work at…………………………………….% above/below percent (Should be written in figures and words) of the
estimated rate mentioned above. Amount of my /our tender works out as under.
Estimated amount put to tender Rs. Estimated amount put to tender Rs.
Deduct………………………. % below Rs. Add……………………………% Above Rs.
Net Rs. Net Rs.
In words :: In words ::
* (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 as directed.
NOTE 2: All the columns in schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor
under his signature. Site, moisture, weather etc.
NOTE 3: Rates quoted include clearance of site (Prior to commencement of work and at tis close) in all respects and hold good for work under
all conditions.
NOTE 4: To be on additional sheets, if found necessary.
Signature of Contractor Deputy Executive Engineer Executive Engineer
Drainage Sub Division Drainage Division
Gandhinagar Gandhinagar
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
04-TECHNICAL-SPECIFICATION.pdf
05-ALL-Drawings.pdf
06-PRICE-ADJUSTMENT-COMPONENT.pdf
notice no 06.pdf
Schedule-B- Box Culvert -Dhanap-muthiya.pdf
SUDHARA NOTICE NO 06.pdf
REVISED 1. NIT Dhanap-Muthiya.pdf
03 SBD DTP PRECAST BOX CULVERT Dhanap muthiya.pdf
All Upload Document DTP PRECAST BOX CULVERT Dhanap muthiya.pdf
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