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Tender Value
₹2.7 Cr
EMD Value
₹2.7 L
Closing Date
29 Jun 2026, 6:00 pm
Executive Engineer, Panchayat (R&B) Division, Godhra
Construction of Minor bridge on Rajayata Vandeli Road at Ch. 5/550 to 5/750 (V.R.) Ta. Morva (H) Dist. Panchmahal
312496
06 of 2026-27
Open
Civil Works - Bridges
Panchmahal
7 documents required · 7 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, Godhra
₹2.7 L
9 Jun 2026
9 Jun 2026
9 Jun 2026
29 Jun 2026
9 Jun 2026
No. Figure Amount
1 Providing flood gauge marks on sub structure as per design including 5.00 Rmt. 155.26
painting as per specifications and as may be directed etc. complete.
2 Providing masonary steps with cement pointing on approaches as directed. 42.00 Each 219.53
3 Providing and laying filter media 600mm as directed at the back of 296.00 Smt 1180.34
abutments, returns and wing walls as per detailed specifications etc.
4 Providing and filling sand behind abutment & between returns in layers as 583.00 Cum 445.41
5 Excavation in hard murrum and boulders and very stiff or sticky clays and 247.00 Cum 582.22
other similar strata including sorting and strutting and dewatering as
necessary and disposing of excavated stuff as directed.
6 Excavation in large boulders and soft rock by welding including sorting 543.00 Cum 682.44
strutting and dewatering as necessary and disposing off the excavated stuff
as directed.
7 Excavation in hard rock by dry wet blasting and chiselling including 762.00 Cum 1595.53
dewatering preparing foundation base by proper benching and stepping and
disposing of the excavated stuff as directed. (B) Blasting prohibited
8 Providing and filling in foundation with ordinary cement concrete M-15 mix 79.00 Cum 3582.04
and providing necessary vertical pin headers including formwork, vibrating,
ramming and curing complete.
9 Diversion of water course, providing cofferdam and bund or island as may 4.00 No. 50500.00
be necessary for foundation and maintaining the same for the for the period
as may be necessary. (B) Diversion by channel (V) Pier Nos.
10 Providing and fixing steel dowel bar of Fe- 550D grade 32mm dia. for 346.00 Rmt. 543.30
anchoring by drilling holes in foundation strata including, necessary bending
hooking of dowel bars and grouting the holes complete as per detailed
drawing and as directed.
11 Providing and casting in situ controlled mix concrete M-30 for R.C.C. footing 506.00 Cum 4651.62
for pier including necessary shuttering, laying, vibrating, ramming and
curing complete.
12 Providing and filling trenches of excavation in rocky strata with NMC M-15. 421.00 Cum 3524.51
13 Providing and placing in position reinforcement grade I.S.I. mark Fe-550D 44.80 M.T. 73217.53
for Footing & RCC raft for Return wall including curing, bending, hooking
and tying compete as per detailed drawing.
14 Providing and laying weep holes in abutment and returns by using A.C. 276.00 No. 45.82
pipes of 100 mm. including laying in proper grade and jointing etc.
completed as per detailed specifications.
15 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 267.263 Cum 5223.36
work in piers, abutments & return wall as per drawing including centering,
shuttering, scaffolding where necessary laying vibrating curing and finishing
complete. (A) Height from 0.0 to 5.0 M.
It. Rates in Total
Description of Item Qty. Unit
No. Figure Amount
16 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 18.080 Cum 5533.43
work in piers, abutments & return wall as per drawing including centering,
shuttering, scaffolding where necessary laying vibrating curing and finishing
complete. (B) Height from 5.0 to 10.0 M.
17 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 25.00 Each 453.74
abutment caps for anchorage in fixed end as per detailed drawings
including cutting, bending and welding complete.
18 Providing and fixing in position Fe 550D steel dowel bars in pier caps or 25.00 Each 529.02
abutment caps for anchorage in free end as per detailed drawings including
cutting, bending and welding complete.
19 Providing and casting in situ controlled cement concrete M-30 mix for 116.00 Cum 5302.12
R.C.C. work in pier cap, abutment cap and dirt wall including controlled
cement concrete M-35 bed rock or predestas of required drawings,
centering, shuttering, scaffolding wherever necessary laying, vibrating,
curing and finishing complete.
20 Providing and fixing in position High strength deformed bar reinforcement of 51.72 M.T. 73217.53
steel grade Fe-550D including cutting, bending, hooking, tying, welding etc,
complete as per detailed drawing and specification (A) Abutment cap and
dirt wall (B) Pier cap & R.C.C. pier (C) Seismic Arrester & Pedestal.
21 Providing and casting in situ controlled cement concrete M-30 for R.C.C. 510.00 Cum 5372.41
solid slab including centering, scaffolding, curing and finishing complete.
22 Providing and placing in position I.S.I.mark (T.M.T.) Fe-550D bar 30.60 M.T. 72601.87
reinforcement including cutting, bending, hooking and tying complete as per
detailed drawing for (A) Solid Slab
23 Providing and casting in situ controlled cement concrete M-40 for average 50.40 Cum 5491.48
100mm thick wearing coat laid as directed including tamping, vibrating,
finishing, curing and filling in joints with bitumen etc. complete.
24 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced 191.00 Rmt. 1532.20
cement concrete crash barrier at the edges of the road, approaches to
bridge structures and medians, constructed with M-40 grade concrete with
TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia,
mm long at expansion joints filled with pre-moulded asphalt filler board,
keyed to the structure on which it is built and installed as per design given in
the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated
June 1994 as per dimensions in the approved drawing and at locations with
necessary priming coat and 3 coat of paininting complete with Yello & Black
Patta as directed by the Engineer, all as specified)
25 Providing P.V.C. 100mm dia. water spouts including necessary iron grating 30.00 No. 159.37
as per detailed drawing including placing etc. complete.
26 Providing and fixing marble slab including engraving letters, numbers and 2.00 No. 1012.65
painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.
27 Providing and casting in situ controlled cement concrete M-30 for approach 20.30 Cum 5191.05
slab including form work, curing and finishing etc. complete.
28 Providing and fixing in position steel bar reinforcement of steel grade I.S.I. 7.07 M.T. 72601.87
mark T.M.T. Fe-550D including cutting, bending, hooking, tying, welding etc.
complete as per detailed drawing and specification (A) R.C.C. Approach
slab (B) Wearing coat.
29 Providing Pre-moulded asphalt filler joints as drawing (A) 12 mm 71.00 Sq.m. 702.13
30 Providing, designing supplying and Installation of extruded Bi-Axial 2610.00 Sq.m. 111.10
Polypropylene 30 kn GeoGrid including all labours & etc. complete.
31 Providing & fixing in position tar paper bearings as per detailed design and 2.00 Job 15150.00
drawings and specifications etc. complete.
It. Rates in Total
Description of Item Qty. Unit
No. Figure Amount
32 Providing fusion bonded epoxy coating not less than 175 micron thickness 54.57 M.T. 10162.62
and up to 300 micron to reinforcement bars as per IS-13620-1993/ATM-
775M including testing of coating at plant and all taxes (A) 10mm to 16mm
33 Providing fusion bonded epoxy coating not less than 175 micron thickness 80.51 M.T. 7296.24
and up to 300 micron to reinforcement bars as per IS-13620-1993/ATM-
775M including testing of coating at plant and all taxes (B) 20mm to 32mm
34 Clearing and grubbing of road land including up rooting rank vegetation 0.13 Hect. 28393.04
grass bushes, shrubs, sapling and trees girth up to 300 mm removal of
stumps of trees cut earlier and disposal of unserviceable materials (C) by
mechanical means in area of light jungle.
35 Earthwork in cutting in all sorts of soil and soft murrum including conveying 9.00 Cum 127.74
and putting the stuff in spoil bank maintaining minimum distance of five
meter between top edge and cutting and toe of spoil bank.
36 Providing, laying and spreading Granular sub base (Grade-I) by providing 260.00 Cum 1286.74
close graded B.T.M.C. material in single layer with motor grader on
prepared surface, mixing by mix in place method with rotovator at OMC and
compacted with vibratory roller 80 to 110 KN static weight to achieve desire
density etc. completed.
37 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 57.00 Cum 1654.38
mm to 45 mm in required layers including using 16% stone screening
mm size and 8% stone dust as filler including spreading watering &
consolidation by vibratory roller etc. as per MoRTH Specification complete
as directed by Engineer - in - charge.
38 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 113.00 Cum 1748.31
to 22.4 mm in required layers including using 24% stone screening 11.2 mm
size and 8% stone dust as filler including spreading watering &
consolidation by vibratory roller etc. as per MoRTH Specification complete
as directed by Engineer-in-charge.
39 Supplying and fixing ISI reinforced concrete heavy duty non-pressure pipes 80.00 Rmt. 4685.19
with collars including setting and joining the pipes in C.M. 1:2 watering and
laying (to level of slops of I.S. 458 / 1971 Class NP4 of following internal
diameter. (iv) 900 mm dia.
40 Providing and laying evenly priming coat with emulsion bitumen SS1 1043.00 Sq.m. 96.25
(IS:8887) at rate of 7.5 Kg / 10 Sq.M. etc. complete as directed with all
labour and material.
41 Providing and laying tack coat with bitumen emulsion (RS-1) at the rate of 1485.00 Sq.m. 19.59
2.50 Kg / 10 Sq.M. on the prepare bituminous surface etc complete as
directed with all labour and materials.
42 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 56.00 M.T. 3017.88
VG-30 at the rate of 1.99% by weight of mix for mixing using B.T. chips of
required gradation including cleaning and heating asphalt premix materials
by hot mix process in proper gradation and laying with paver finisher and
consolidation by roller of 8 to 10 tonnes including cost of all materials,
asphalt, aggregates, labour charges, royalty charges etc. completed as
directed including flushing key aggregate @0.13 Cum/10 Sq.m.
It. Rates in Total
Description of Item Qty. Unit
No. Figure Amount
43 Providing laying and rolling 25 mm thick open graded premixed bituminous 56.00 M.T. 3834.97
carpet with B.T. agreegate as specified and using bitumen for mixing with
agreegate at the rate of 3.36% i.e. 33.60 kg/M.T. of total mix including
heating and mixing in drum mix plant and spreading the same with paver
finisher and consolidation with power roller including necessary firewood,
oil, lubricants, labour charges etc. using contractor's own drum mix plant
and equipment, tool etc. completed in accordance with the requirement of
specification.
44 Providing and laying seal coat with B.T. aggregate as specified using 30.00 M.T. 4642.97
aggregate at the rate of 0.18 cum/10 Sqmt and bitumen grade VG-30 for
mixing with aggregate at the rate of 4.5% i.e. 45.00 Kg/M.T of total mix
including heating and mixing in drum mix plant and spreading the same by
paver finisher and consolidation with power roller including necessary fire
wood oil, lubricants, labour charges using contractor's own drum mix plant,
machineries and equipment, tools including flushing & screened stone dust
etc. complete in accordance with the requirement of specification.
45 Earth work for embankment having CBR not less than 5% including 2379.00 Cum 158.61
breaking clods, dressing with all lead and lift and including watering rolling
and consolidation of subgrade in layers at O.M.C. to required dry density
including filling the depression which occur during the process using power
roller 8 T to 10 T. (C) from borrow area within all lead and lift.
46 Providing and laying compacted of specified quarry spaull in side shoulder 64.00 Cum 1000.91
including carriage of material and spreading on prepared base including
compacting as per MOST specification etc. complete.
47 Regulatory / Mandatory signs : Providing and fixing sign boards made out of 8.00 No. 3439.81
2mm aluminium sheet size 60cms. diameter circle as per the design of IRC-
67-1977 pre treated with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality epoxy paint;
reflectorised with retro reflective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand post and frame fabricated from suitable size
iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with best
quality epoxy coatings in black and white bends. The details of symbol for
each board shall be as per the instruction of engineer in charge. The fixing
at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg.
including excavation curing etc. complete under the supervision of engineer
in charge. (A) Engineer Grade (VR).
48 Cautionary Warning Sign :- Providing and fixing sign boards made out of 10.00 No. 3722.36
2mm aluminium sheet size 90 x 90 x 90 cms. equilateral triangle as per
design of IRC-67-1977. Pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer and two coats of best quality
epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T.
Specifications; 3.1m long stand post and frame fabricated from suitable size
iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required, painted with best
quality epoxy coatings in black and white bends. The details of symbol for
each board shall be as per the instruction of engineer in charge. The fixing
at site shall be in 1:2:4 CC block of size 45 x 45 x 60 cms. for each leg
including excavation, curing etc. complete under the supervision of engineer
in charge. (A) Engineer Grade (VR)
49 Hazard Marker Sign :- Providing and fixing sign board made out of 2mm 4.00 No. 2423.74
aluminium sheet size 90 x 30 cms. rectangle as per the design / drawing
attached (IRC) pretreated with phospheting & acid etching, coated with one
coat of epoxy primer and two coats of best quality epoxy paint reflectorised
with retro reflective sheeting as per latest M.O.S.T. specification, 3.1m long
stand post and frame fabricated from suitable size iron angle of 35 x 35 x
3mm & 50 x 50 x 5mm painted with best quality epoxy coatings. The fixing
at site shall be in 1:2:4 C.C. block of size 45 x 45 x 60cms for each leg
including excavation curing etc. complete under the supervision of Engineer
in charge. (A) Engineer grade (VR).
It. Rates in Total
Description of Item Qty. Unit
No. Figure Amount
50 Diversion sign board :- Providing & fixing sign boards made out of 2mm 2.00 No. 6798.92
aluminium sheet size 180 x 60 cms. rectangle as per the attached drawing
pre treated with phospheting process & acid etching coated with one coat of
epoxy primer and two coats of best quality epoxy paint reflectorised with
retro reflective sheeting as per latest M.O.S.T. specifications; Letters and
numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and
frame fabricated from iron angle of 35 x 35 x 3mm, 50 x 50 x 5mm painted
with best quality epoxy coatings in black and white bends. The fixing at site
shall be in 1:2:4 CC block of size 45 x 45 x 60cms for each leg, including
excavation curing etc. complete under the supervision of engineer in
charge. (A) Engineer Grade (VR).
51 Chevron Board :- Providing and fixing sign boards made out of 2mm 6.00 No. 3711.75
alluminium sheet / 4mm ACP (Alluminium composite panel) size 60 x 50 cm
rectangular as per design of IRC-67-2012. Pre treated with phospheting
process & acid etching, coated with one coat of epoxy primer and two coats
of best quality epoxy paint, reflectorised with high intensity prismatic grade
retro reflective sheeting of Type-4 as per ASTM D 4956 and latest M.O.S.T.
Specifications; 3.3mt. long stand post of iron angle 75 x 75 x 6mm / 65NB
Circular MS Pipe as required and frame fabricated from suitable size iron
angle of 35 x 35 x 3mm painted with best quality epoxy coatings in black
and white bends. The details of symbol or inscription / numerals for each
board shall be as per the instruction of engineer in charge. The fixing at site
shall be in 1:2:4 CC block of size 45 x 45 x 60cms for each leg including
excavation curing etc. complete under the supervision of engineer in
charge. A warranty for 7 years for the retro reflective sheeting from original
manufacture & a certified copy of 3 year outdoor exposure test result fro
third party test lab
for the product offered shall be submitted by contractor
(A) Class-B Type 4 Retro reflective sheeting
52 Around the Island/road direction sign board (Big) :- Providing & fixing sign 2.00 No. 6798.92
boards made out of 2mm aluminium sheet, size 180 x 60 cms rectangle as
per the attached drawing pre treated with phospheting process & acid
etching coated with one coat of epoxy primer and two coats of best quality
epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T.
3.1m long (2 nos) stand post and frame fabricated from iron angle of 50 x
50 x 5mm, painted with best quality epoxy coating the fixing at site shall be
in 1:2:4 CC block of size 45 x 45x 60cms for each leg, including excavation
curing etc. complete under the supervision of engineer in charge. (A)
Engineer Grade (VR).
53 Men at work (Heavy) sign :- Providing and fixing sign boards made out of 2.00 No. 6141.20
2mm aluminium sheet size 120 x 90cms. rectangle as per the attached
drawing pre treated with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality epoxy paint;
reflectorised with retro reflective sheeting as per latest M.O.S.T.
specifications, Letters and numerals should be as per IRC-30-1968, 3.1m
long (2 nos) stand post and frame fabricated from suitable size iron angle of
50 x 50 x 5mm painted with best quality epoxy coatings in black and white
bends. The details of symbol or inscription / numerals for each board shall
be as per the instruction of engineer in charge. The fixing at site shall be in
1:2:4 CC block of size 45 x 45 x 60cms. for each leg including excavation
curing etc. complete under the supervision of engineer in charge. (A)
Engineer Grade (VR).
54 Danger Plate Sign :- Providing & fixing sign board made out of 2mm 2.00 No. 456.55
aluminium sheet size 30cms diameter circle, pretreated with phospheting
process and acid etching, painted with one coat of epoxy primer and two
coats of best quality epoxy paint reflectorised with retro reflective sheeting
as per latest M.O.S.T. specifications (as per attached drawing) (A) Engineer
Grade (VR).
It. Rates in Total
Description of Item Qty. Unit
No. Figure Amount
55 Road marking with hot applied thermoplastic paints with reflectorising glass 57.96 Sq.m. 367.72
beads on bitumen surface providing and laying a hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250gms per
sqm area, thickness of 2.5mm is excluding of surface applied glass beads
as per IRC:35- 2015. The finished surface to be level, uniform and free from
streaks and holes. zebra patta / bump patta lane / center line / edge line/cut
patta. The white colour marking should provide luminance coefficient on
cement road shall be min 130 mcd/m2/lux and Asphalt road shall be min
100 mcd/m2/lux during the service life during the day time. The marking
should meet the performance criteria for night time reflectivity, wet
reflectivity and skid resistance as mentioned in the section-15 of IRC 35-
2015. Warranty for the Retro reflectivity should be two years.
56 Cat Eye / Road Stud / RPM : Supplying of Raised Pavement Markers made 33.00 No. 217.40
of polycarbonate and ABS moulded body and reflective panels with Micro
prismatic lens (No Glass bead lens) capable of providing total internal
reflection of the light entering the lens face and shall support a load of
13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to
Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 -
DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm,
130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each
side and the slope to the base shall be 35 +/- 5 degree. The body of the
marker should having finger grip for easy and accurate placement and
application with epoxy / bituminous adhesive as recommended by the
manufacturer of the marker. The colour of the marker should be as per the
IRC 35-2015 and as directed by Engineer-in-charge.
57 Flexible Median Marker : Providing and fixing of Flexible Median Marker 51.00 No. 271.69
that are made of tough, high impact resistant, injection-moulded,
thermoplastic body with property of flexibility to provide high durability. The
dimension of Flexible Median Marker should not exceed 18.4 cm in height
(including shank height),12.5 cm in width, 0.65 cm in thickness and shank
depth shall be 3.4 cm. The body structure shall be rounded at all its corners
and edges. The plastic used for molding the Flexible Median Marker should
survive impact load of 5kg continuously for 750 times at room temperature.
The logo of the manufacturer shall be embossed on either side of the body
in the injection molding process. The Median Marker shall have flame like
shaped body with, fluorescent yellow color retro-reflective sheeting of size
not less than 90 cm square, with fully reflective micro prismatic cube
corners as its retro reflective elements as per IRC 67 2012 and ASTM
D4956-09 type XI specifications reflectivity values. The retro-reflective
sheeting shall be one or both sides of the Flexible Median Marker and shall
protected with no exposed edges which will prevent edge lifting, vandalism,
sheeting damage, etc. The Flexible Median Marker shall be fixed by a
combination of epoxy adhesive and grouting as recommended by
manufacturer and Engineer in charge.
58 Citizen's information Board :- Providing and fixing of typical information 1.00 No. 22562.39
board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x
mm size fixed at top and bottom duly welded with MS angles of 25 x 25 x
mm thick M.S. plate shall be welded by welded bt two vertical M.S. flats &
four horizontal M.S. flats 5 mm thick to 75 mm x 75 mm of 12 SWG square
tubes posts duly embedded in cement concrete M-15 grade block of
mm x 600 mm x 75 mm, below ground level. Painting New letters & figure
of any shade with ready mixed synthetic enamel paint of superior quality in
required shade and colour, All sections of framed posts and steel tube will
be painted with primer and two coats of epoxy paints as per drawings
clause 1701 and Annexure 17001 (10.16)
It. Rates in Total
Description of Item Qty. Unit
No. Figure Amount
59 Supply & fixing logo board of MMGSY and Vanbandhu Kalyan Yojana 2.00 No. 4096.56
diamond size (600mm x 600mm) 16 gauge & board plate size (900mm x
250mm) 16 Gauge thick M.S plate and 2.40 mt. deep length single angle
x 75 x 6 mm size including fitting and painting lettering with luminous color
as per drawing etc. complete.
60 Dismentaling the existing structure including removing and stacking the 121.00 Cum 886.05
dismentelled materials as and where directed. (A) R.C.C. work.
61 Providing and filling in foundation with ordinary cement concrete M-100 mix 17.00 Cum 3212.00
and providing necessary vertical pin headers including formwork, vibrating,
ramming and curing complete.
62 Providing & casting in situ ordinary cement concrete M-150 mix and 240.00 Cum 3785.48
providing necessary pin headers including shuttering, scaffolding, laying,
vibrating and finishing complete without v-grooves (A) 0.0 mt. to 5.0 mt.
63 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 0.89 M.T. 73217.53
reinforcement including cutting, bending, hooking and tying complete as per
detailed drawings for the following. (A) Piers (B) Abutments (C) R.C.C.
TOTAL Rs.
i.e. Rs. Two Crore, Seventy One Lacs, Eighty Nine Thousand, Two hundred Thirty Five and Fifty Six paisa
Deputy Executive
Deputy Sr. Engineer
I/We am/are willing to carry out the work @ ______________ % 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 Estimated amount put to tender
Deduct………% below Add………% Above
Net Rs. ___________________________ Total Rs. ________________________
In words ____________________ In words ____________________
1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge
for which no extra payment shall be made.
2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3. GST and Income tax TDS will be deducted at a source while making payments of bills.
4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017
Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as
per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at
the rate of input rate mentioned in all the tender.
5. Credit for 70% Diversion material and dismantalled materials of amount of Rs. 4,24,683.21 must be recovered
from 1st R.A. bill of Contractor's.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,
Godhra Godhra Godhra
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BOQ Rajayata.pdf
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E Tender Notice - Minor bridge Rajayata Vandeli.pdf
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GRs - MMGSY.pdf
SBD Book - Minor bridge Rajayata Vandeli.pdf
Specification Index.pdf
Testing Index etc.pdf
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