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Tender Value
₹3.0 Cr
EMD Value
₹3.0 L
Closing Date
19 Jun 2026, 6:00 pm
Executive Engineer, Panchayat (R&B) Division, DAHOD
Resurfacing and Strengthening of Vansiya dungari Nenki Vaniyaghati Road Km. 0/0 to 6/55 Ta. Sanjeli Dist. Dahod under PMGSY Program Year-2024-25. (Reinvite 2nd Attempt)
311870
07 of 2026-2027
Open
Civil Works - Roads
Dahod
9 documents required · 9 mandatory
₹6,000
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹3.0 L
6 Jun 2026
6 Jun 2026
6 Jun 2026
19 Jun 2026
6 Jun 2026
No. figures Amount
1 Clearing and grubbing road land including uprooting wild 2.60 Hect. 28455.09
vegetation grass bushes, shrubs, sapling and trees of girth up to
300mm removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable materials as
per Clause-201 (area of light density) by mechanical means in
area of light jungle.
2 Earthwork in cutting including preparing the slope and camber and Cum
stacking or utilizing the cutting stuff in spoil bank as directed upto
200 meters from the end of cutting with all lead and lift.
(A) All sorts of soil and soft murrum 2301.31 Cum 137.33
3 Earthwork for embankment including breaking clods, dressing with 1913.00 Cum 170.51
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 8T to 10T.(C) From Borrow area within all lead and lift. (With
minimum 6% CBR)
4 Rolling and watering of earthwork in layers with power roller 1842.00 Cum 23.18
including filling in depressions which occur during the process.
5 Scarifying gravelled macadam or bitumen macadam surface upto 770.00 Sq.m. 42.59
full B.T. depth including stacking useful materials on road side and
disposing off remaining stuff.
6 Providing & laying compacted WBM Grading-II using MCBT metal 110.00 Cum 1238.26
of size 45mm to 63mm in required layers including using 16%
stone screening, 13.2mm size and 8% stone dust as filler
including spreading, watering and consolidation by vibratory roller
as per MORTH specification etc complete as directed by engineer
in charge. (in required layers)
7 Providing and laying compacted of specified murrum in side 1462.00 Cum 428.24
shoulders including carraige of material and spreading on
prepared base including compacting as per MORTH specification
etc. complete.
8 Providing and laying evenly tack coat using rapid setting emulsion 1100.00 Sq.m. 21.49
(RS-1) materials at the rate of 4.00 Kg./10 Sq.m. on road surface
using emulsion pressure sprayer including the cost of all labour,
materials, heating, machinery and equipment etc. complete.
9 Providing and laying evenly tack coat using rapid setting emulsion 72120.00 Sq.m. 13.61
(RS-1) materials at the rate of 2.50 Kg./10 Sq.m. on road surface
using emulsion pressure sprayer including the cost of all labour,
materials, heating, machinery and equipment etc. complete.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
10 Providing and laying bituminous grout 37.5mm thick with asphalt 2813.00 M.T. 1954.35
of grade of VG-30 at the rate of 1.99% by weight of mix 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 as
per MORTH specification including cost of all materials, asphalt,
aggregates, labour charges, royalty charges etc. completed as
11 Providing, laying and rolling 25 mm thick open graded premixed 1969.00 M.T. 2659.33
bituminous carpet with B.T. aggregate as specified and using
bitumen grade VG-30 for mixing with aggregate 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 as per MORTH specification
including necessary firewood, oil, lubricants, labour charges etc.
using contractor's own drum mix plant and equipment, tools etc.
completed in accordance with the requirement of specification.
12 Providing and laying seal coat with B.T. aggregate as specified 1019.00 M.T. 3138.07
using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen
grade (VG-30) for mixing with aggregate at the rate of 4.50% i.e.
45.00 kg/M.T. of total mix including heating and mixing in drum
mix pant, spreading the same with paver finisher and consolidation
with vibratory roller including necessary firewood, oil, lubricants,
labour charges etc. using contractor's own drum mix plant and
equipment, tools etc. complete in accordance with the requirement
of specification.
13 Providing and filling in foundation with ordinary cement concrete M- 142.00 Cum 3207.71
100 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
14 Providing and casting in situ ordinary cement concrete M-150 for 36.00 Cum 3730.76
average 75mm thick wearing coat laid as directed including
tamping, vibrating, finishing, curing and filling in joints with bitumen
15 Providing and laying in position I.S.I. mark Fe-500D T.M.T. bar 6.19 M.T. 73858.69
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawing for R.C.C. work.
16 Providing & fixing “FLOOD GUAGE POST” on causeway / Dip 2.00 No. 2006.70
having “[“ channel size 100 x 50 mm i.e. C.C. 1:2:4 in headwall i.e.
painting & lettering with ordinary paint colour as per instruction of
engineer in charge.
17 Providing & fixing “FLOOD WARNING POST” on causeway / Dip 2.00 No. 3965.77
having rectangular size (1.20 mtr. x 0.90 mtr.) 20.00 Gauge thick
M.S. Plate & 2.90 mtr. deep double angle 60 x 60 x 6 mm size
including fitting the M.S. Plate in double angle 30 x 30 x 6 mm size
painting & lettering with ordinary paint colour as per instruction of
engineer in charge. (fixing in C.C. 1:2:4)
18 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 7.00 No. 704.33
including necessary reinforcement as per I.R.C. type design in
C.C. 1:4:8 including painting, lettering etc. complete (For O.D.
road V.R.)
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
19 Providing and fixing Hectometer stone as per I.R.C. type design 26.00 No. 356.50
including painting, lettering etc.complete (i) Fixing in C.C. 1:5:10
20 Providing and fixing Guard stone as per I.R.C. type design 175.00 No. 350.80
including white washing etc. complete (i) Fixing in C.C. 1:5:10
21 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 No. 6527.29
made out of 2mm aluminium sheet size 244 x 122cms. rectangle
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; 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
x 50 x 5mm, 75 x 75 x 6mm as required 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)
22 Regulatory / Mandatory signs : Providing and fixing sign boards 4.00 No. 3439.81
made out of 2mm aluminium sheet size 60cms. diameter circle as
per the design of IRC-67-1977 pre treated with phospheting
process & acid eteching, 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
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
23 Village name/ Bump Ahead sign :- Providing and fixing sign board 2.00 No. 5045.36
made out of 2 mm alluminium sheet size 90 x 60 cms rectangle as
per the design of IRC-67-1977 pre treated with phospheting
process and 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.R.T.H. specifications. Letters
and numerals should be as per IRC-30-1968, 310m long (2 Nos.)
stand post and frame fabricated from suitable size iron angle of
x 50 x 5 mm painted with best quality epoxy coating 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 C.C. block of size 45 x 45 x
cms for each leg including excavation, curing etc. complete under
the supervision of Engineer-in-charge (A) Engineer grade (VR).
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
24 Citizen's information Board :- Providing and fixing of typical 1.00 No. 23734.17
MMGSY information board as per instruction. Two MS plates of
1.6 mm thick, of 900 mm x 750mm size fixed at top & bottom duly
welded with MS angles of 25 x 25 x 5 mm thick M.S plate shall be
welded by two vertical M.S flats & four horizontal M.S flates 5 mm
thick to 75 mm x 75 mm of 12 SWG square tubes posts duly
embedded in cement concrete M-15 grade blocks of 600mm x
600mm x 75mm, below ground level. Painting New letters & figure
of any shade with ready mixed synthetic enample 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 drawing Clause 1701 and annexure 1700.1 (10.16)
A warranty for 7 years for the Retro reflective sheeting from
original manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the product offered
shall be submitted by contractor.
25 Hazard Marker Sign :- Providing and fixing sign board made out of 40.00 No. 2423.74
2mm 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
26 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06
aluminium sheet size 90 x 90cms. rectangle as per the design of
IRC-67-1977 pretreated 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
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).
27 Road marking with hot applied thermo plastic paint with 1416.00 Sq.m. 367.72
reflectorising glass bend on bitumin surface. Providing and laying
of hot appllied thermo plastic compound 2.5mm thick including
reflectorising glass beads @ 250 gms. per Sqmt. area thickness of
2.5mm is exclusive 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 color line should provide
liminance 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 suring day time the marking should meet the perfomance
criteria for night time reflectivity, wet reflectivity and skid resistance
as mentioned in the section of IRC 15:2015. warranty for retro
reflectivity shall be two years.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
28 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 748.00 No. 326.23
Raised Pavement Markers made 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
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 strength of detachment of
the integrated cylindrical shanks, (of diameter not less than 19 +/-
2 mm and height not less than 30+/- 2 mm) from the body is to be
a minimum value of 500 Kgs. Fixing will be by drilling holes on the
road for the shanks to go inside, without nails and using epoxy
resin based adhesive as per manufacturer's recommendation and
the color of the marker should be as per the IRC 35-2015 and as
directed by Engineer-in-charge.
29 Cautionary Warning Sign :- Providing and fixing sign board made 16.00 No. 3808.66
out of 2mm aluminium sheet size 90 x 90 x 90 cms equilateral
triangle as per the design of IRC-67-1977. Pre treated with
phospheting process and acid etching coated with one coat of
epoxy primer and two coats of best quality epoxy paint,
refloctrorized with retro reflective sheeting as per the latest
M.O.R.T.H. specification, 3.1 Mt. long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x
x 6 mm; painted with best quality epoxy coating 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).
30 Supply & fixing logo board of specified LOGO board as per 1.00 No. 4742.96
instructions of Engineer in charge - diamond size (600 x 600mm)
16 gauge & board plate size (900 x 250mm) 16 gauge thick M.S.
plate and 2.40 meter deep length single angle 75 x 75 x 6 mm size
including fitting and painting lettering with luminous colour as per
drawing etc complete.
31 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 50.00 Rmt. 2994.65
a "W" metal beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 70 cm above road/ground level,
fixed on ISMC series channel vertical post, 150 x 75 x 5 mm
spaced 2 m centre to centre, 1.8 m high, 1.10 m below
ground/road level, all steel parts and fitments to be galvanised by
hot dip process, all fittings to conform to IS:1367 and IS:1364,
metal beam rail to be fixed on the vertical post with a spacer of
channel section 150 x 75 x 5 mm, 330 mm long complete as per
clause 810) with necessary excavation of post, providing levelling
course M-10 (Size 0.65 x 0.65 x 0.10m) & foundation concrete in
M-200 (size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x 0.70) as per requirement
and instruction from Engineer in charge.
32 Dismentaling the existing structure including removing and 240.00 Cum 952.51
stacking the dismentelled materials as and where directed. (A)
R.C.C. work.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
33 Excavation for foundation up to 1.50 mt. depth including sorting 468.00 Cum 259.93
out and stacking of useful material and disposing off the
excavated stuff within all lead and lift for all sorts of soil.
34 Providing and casting in situ ordinary cement concrete M-150 mix 761.00 Cum 3783.77
and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing complete without
V-grooves. (A) Height from 0.0 M. to 5.0 M.
35 Filling available excavated earth (excluding rock) in trenches, 468.00 Cum 137.47
plinth, sides of foundation etc. in layer not exceeding 20 cm in
depth consolidating each deposited layer by ramming and
watering etc. complete.
36 Excavation for foundation in hard murrum and boulders and very 618.00 Cum 625.88
stiff or sticky, clays and other similar strata including shoring and
strutting and dewatering as necessary and disposing of the
excavated stuff as directed.
37 Providing and filling in foundation with ordinary cement concrete M- 134.00 Cum 3578.43
150 mix and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing complete.
38 Providing and casting in situ ordinary cement concrete M-150 for 144.00 Cum 3737.14
R.C.C. Raft and cut-off walls including necessary shuttering laying,
vibrating, ramming and curing complete.
39 Providing and casting in situ controlled cement concrete M-300 for 77.00 Cum 4725.79
R.C.C. Raft and cut-off walls including necessary shuttering laying,
vibrating, ramming and curing complete.
40 Providing and casting in situ controlled cement concrete M-300 68.00 Cum 4418.75
mix and providing necessary pin headers including shuttering,
scaffolding, laying vibrating, curing and finishing etc. complete
without grooves (Height from 0.0 to 5.0 mt.}
41 Providing and casting in situ ordinary cement concrete M-200 mix 582.00 Cum 4154.13
and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing complete without
V-grooves. (A) Height from 0.0 M. to 5.0 M.
42 Providing and casting in situ controlled cement concrete M-300 for 41.00 Cum 5801.44
R.C.C. solid slab including centering, scaffolding, curing and
finishing complete.
43 Providing and casting in situ controlled cement concrete M-450 for 9.00 Cum 5617.62
average 100 mm thick wearing coat laid as directed including
tempering, vibrating, finishing, curing and filling in joints with
bituminous complete.
44 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 20.00 M.T. 84021.32
reinforcement including providing fusion epoxy coating not less
than 175 micron thickness and upto 300 micron to reinforcement
bars as per IS-13620-1993/ASTM-775 M including testing of
coating at plant and all taxes including cutting, bending, hooking
and tying complete as per detailed drawing for the following (A)
Piers (B) Abutment (C) R.C.C. returns.
45 Providing and laying weep hole in abutment and returning by using 871.00 No. 49.25
A.C. / P.V.C. pipes of 100mm diameter including laying in proper
grade and joining etc. complete as per detailed specifications.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
46 Providing and laying filter media 600mm thick as directed at the 871.00 Sq.m. 1268.86
back of abutments and returns and wing walls as per detailed
specifications.
47 Providing pre-moulded asphalt filler joints as per drawings. (A) 9.00 Sq.m. 703.53
48 Reinforced Cement Concrete Crash Barrier (Provision of an 86.00 Rmt. 8289.07
Reinforced 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 Fe-5550D
conforming to IRC:21 and dowel bars 25 mm dia, 450 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 24 June 1994 as per dimensions in the approved
drawing and at locations with necessary priming coat and 3 coat of
painting complete with yellow and black patta as directed by the
Engineer in charge, all as specified)
TOTAL Rs.
i.e. Rs. Three Crore Three lacs Eighty Two thousand Four hundred Eight and Sixty Nine paisa only.
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. For Routine Maintenance, the unit rate indicated by the Authority shall apply. The Bidder is required to
accept these rates. Further, the payment shall be performance based as per BOQ-Part-B.
6. Credit for dismantalled materials of amount of Rs. 72000.00 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 order.
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,
Jhalod Dahod Dahod
SECTION -
Conditions of Contract
Part-II - Special Conditions of Conract
These conditions vary and add to the Conditions of Contract set Out in Part I General Conditions of Contract
1 All duties, GST, Labour cess, Taxes, royalties and other levis payable by the Contractor under the Contract or for
any other clause, shall be included in the rates, prices and total bid price submitted by the bidder. Any
Modification or addition or altration in any taxes during the period upto completion of DLP of 5 Years after
completion of work shall be borne by the contractor only.
2 No Star rate and/ or Price Escalation and/ Or Price adjustment shall be paid extra.
3 Defect liability period shall be 5 years after completion of work.
4 Payment of Retro reflective road furniture shall be given only after submission of satisfactory test results submits
by contracto. No extra payment shall be made for testing.
5 Responsibility of Maintenance for all Road furniture is of contractor.
6 Contractor is liable to maitain all road furniture including Board, Thermoplast Patta, Rumble Strip, elineators, Cat
eyes, 5th KM stone, KM stone, Boundary stone, Guard stone, Hectometer, Crash Barrier etc.
7 Testing Charges other than field lab testing shall be borne by the contractor.
8 No payment shall be made/ recoveries will be done and actions would be initiated against contractor for works
classified as "Works having Non rectifiable Defects" after NQM inspection as per NRRDA circular letter No.D.O.
No.P-17022/2/2006-P-III September 8, 2009 (letter Attached)
9 EMD to be furnished at rate of 2% of work price and no EMD exemption is allowed.
10 No imported bitumen or emulsion is permissible.
11 Maintenance of roads shall be carried out as per rates mentioned in the following table.
Sr. Maintenance Cost per Km. (Rs.)
Descrption of Item Unit Quantity Amount
No. In Figures In Words
1 First Year Km. 6.55 4603.13 Rs. Four Thousand, Six Hundred Three and
Thirteen Paise Only
2 Second Year Km. 6.55 6904.69 Rs. Six Thousand, Nine Hundred Four and
Sixty Nine Paise Only
3 Third Year Km. 6.55 9206.25 Rs. Nine Thousand, Two Hundred Six and
Twenty Five Paise Only
4 Fourth Year Km. 6.55 11507.82 Rs. Eleven Thousand, Five Hundred Seven
and Eighty Two Paise Only
5 Fifth Year Km. 6.55 13809.38 Rs. Thirteen Thousand, Eight Hundred Nine
and Thirty Eight Paise Only
Total Rs.
i.e. Rs. Three lacs One thousand Five hundred Four and Eighty One paisa only.
** The per Km amount for each year should be pre spefified by Authority and figure inserted here before inviting bid.
Note:- For Routine maintenance, the unit rate indicated by he authority shall be apply. The bidder is required to accept these
rates further the payment shall be performance based.
Deputy Executive Engineer Executive Engineer
Panchayat (R & B) Sub-Division Panchayat (R & B) Division,
Jhalod Dahod
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details.html
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MMGSY ENVIRONMENT GR new.pdf
GR for Inspection 16.10.2025.pdf
GR for Mix Design 16.10.2025.pdf
Performance Bond and Bitumen date_260504_153117.pdf
BOQ.pdf
Drawings.pdf
General Techical Specifications.pdf
GRs - PMGSY.pdf
SBD Book - Resurf Vansiyadungari Nenki Road - PMGSY 2nd.pdf
Specification Index.pdf
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