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Tender Value
₹34.4 L
EMD Value
₹35,000
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 Rupal-Sardhav drain at chainage 8460 meter near Village Jalund, Ta. Gandhinagar, Dist. Gandhinagar.
333560
06 (Amendment) of 2026 – 2027
Open
Civil Works - Others
Works
Gandhinagar
12 documents required · 12 mandatory
₹1,500
Executive Engineer Drainage Division Gandhinagar
₹35,000
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 Rupal-Sardhav drain at chainage 8460 meter near Village
Jalund, Ta. Gandhinagar, Dist. Gandhinagar
Item No. Item Description Qty Unit Rates Amount
Jungle Clearence of specified category and bushes for canal/drain work as
1 directed with desposing materials etc. complete. ( excluding tree of girth 0.24 Ha. 20,708.00
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
2 bank for utilising the same for preparing the bund after breaking clods as and 360 Cum 236.70
where directed for lead up 200 Mt.& lift upto 3 Mt. as under (Excluding weed
cutting) (b)For canal above 500 Cusecs.
Dismentalling of RCC work viz. slab, beam, lintel, barrel,staircase etc.
including removing the steel from the dismentelled portion without damage
3 to reinforcement sorting & stacking of useful and unuseful material from the 60.00 cum 1,514.90
dismentalled materials as directed under the detailed specification etc.
Dismentalling the existing RCC pipes including sorting out and stacking of the
4 useful material(pipe) upto 200 mt.as directed under the specification. 650 21.00 Rmt. 488.90
mm to 900 mm diameter
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 uniform layers as and where
directed upto lead of 30 m and lift as shown below including clearing the site
etc. compute (including dewatering)
(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
6 and machine crushed course aggregate including providing necessary form 227.00 Cum 4,439.00
work, compaction, finishing and curring as required etc. completed.
Providing and placing in position FE 500D bar reinforcement for following
7 items including cutting bending hooking and tying complete as per detailed 2.70 MT 73,127.42
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, centering, vibrating,
8 smooth specified finishing, curring as required for specified leads and all lifts 56.00 Cum 5,996.00
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.
9 Product also includes, male & female jointing system, groove for fixing rubber 14.00 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
11 dressing to the design sections including cutting the proud section with lead 449.00 Cum 88.00
as under and all lift including clearing the site including dewatering etc.
comp.(A) For all canal capacity.(c) 200 to 1000 Mt
Providing and Fixing post and pipe railing as per detailed drawing including
coats of painting to steel works complete.
Informatory Signs:-Providing and fixing sing boards made out of 2 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 from suitable sizeiron angle of 35 x 35 x 3 mm
75x75x6 mm as 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 Thirty-Four Lacs Forty-Three Thousand Three Hundred Sixty-Seven and Forty-Four 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.
* (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
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
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details.html
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04-TECHNICAL-SPECIFICATION-DTP-PRECAST-BOX-CULVERT-Rupal-Sardhav.pdf
05-ALL-Drawings-PRECAST-BOX-CULVERT-Rupal-Sardhav.pdf
06-PRICE-ADJUSTMENT-COMPONENT-Box culvert-Rupal-Sardhav.pdf
REVISED 1. NIT Rupal-Sardhav.pdf
SUDHARA NOTICE NO 06.pdf
Schedule B Box Culvert Rupal Sardhav.pdf
03 SBD DTP PRECAST BOX CULVERT Rupal Sardhav.pdf
All Upload Document PRECAST BOX CULVERT Rupal Sardhav.pdf
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