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Tender ID
Tender Value
₹13.6 Cr
EMD Value
₹13.6 L
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer - Roads Dept, Municipal Corporation,Bhavnagar
Construction of Four lane paver road with widening (1) Adhewada to junction of 21 mt. road TPS No. 23 (2) Kathiyawadi point ring road to sitaram hospital akwada. In U. Sardarnagar and D. sardarnagar ward
287095
BMC - ROAD / E-379/ 2025-26
Open
Civil Works - Roads
Works
Bhavnagar
5 documents required · 3 mandatory · 2 optional
₹18,000
Commissioner, Municipal Corporation, Bhavnagar
₹13.6 L
16 Mar 2026
16 Mar 2026
16 Mar 2026
6 Apr 2026
16 Mar 2026
Name of Work :- Construction of Four lane paver road with widening (1) Adhewada to junction of
mt. road TPS No. 23 (2) Kathiyawadi point ring road to sitaram hospital akwada. In U. Sardarnagar and
D. sardarnagar ward
SJMMSVY 2026-27 No
N Description of Items QTY Unit Rate Amt
2 supply and filling in foundation selected soil in layers wise with having cbr equal
of greater than
3 supply and stacking of quarry spaull/morrum
6 supply and stacking Metal
7 Spreading of Quarry spaull/ Metal
8 Rolling & Consolidation
9 J.C.B/Loader/Excavator/breaker on rent
10 Surface dressing including Rolling & spreading
11 Supplying and Fixing of reinforced concrete heavy duty non-pressure pipes with
coller for culvert carrying heavy trafic as per is 458-1991 including setting the
pipe in c:m watering and laying of class np3 of 900 mm dia.
12 Supplying and Fixing of reinforced concrete heavy duty non-pressure pipes with
coller for culvert carrying heavy trafic as per is 458-1991 including setting the
pipe in c:m watering and laying of class np3 of 900 mm dia.
13 Laying, jointing and vata kam of reinforced concrete heavy duty non-pressure
pipes with coller for culvert carrying heavy trafic as per is 458-1991 including
setting the pipe in c:m watering and laying of class np3 of 900 mm dia.
14 Laying, jointing and vata kam of reinforced concrete heavy duty non-pressure
pipes with coller for culvert carrying heavy trafic as per is 458-1991 including
setting the pipe in c:m watering and laying of class np3 of 900 mm dia.
15 P & L Bituminous Grout 50 mm thick with asphalt at the rate of
Kg/MT by weight of mix including heating & mixing transport, Laying
with Sensor paver finisher, & consoladation by vibrating etc.complete.
16 P & L 50 mm. compacted thick D.B.M. using bitumen at the rate of
4.5% (i.e. 45 Kg/ M.T.) of Total mix,and including heating & mixing
transport, Laying with Sensor paver finisher, & consoladation by
vibratory roller,etc complete
17 P & L 40 mm thick B.C. with bitumin mixing at the rate of 5.10% (i.e
kg/M.T) of total mix,including heating & mixing transport ,Laying with
Sensor paver finisher, & consoladation by vibratory roller including fire
wood,etc comp.as per MORTH specification
18 Tackcoat at the rate of 5.0kg/10sqmt on B.T. including heating &
19 Providing and applying asphalt painting on B.T. surface with mechanical
sprayer using bitumen at the rate of 5.00 kg/10 smt and spreading
stone dust on painting surface at the rate of 0.03 cum/10 sq mt and
rolling with smooth wheeled and pneumatic roller and brushing etc.
20 Supplying of manhole .
21 refitting of manhole / inlet at road level.
22 pro. Job work for plumbing connection
23 Marking hot Thermoplast patta
24 supply and fitting of cat eyes
25 Supply and fixing Precast road divider/curbing 30x20x60 cm cement concrete
M25 grade with curing and oil painting
26 Dismentalling of concrete
27 Cement Concrete in 1:3:6 ratio PCC including form work
28 Providing laying Controlled Reinforced cement concrete M
using minimum cement content @ 450 kg/Cmt including curing
complete excluding the cost of form work and reinforcement for reinforced
concrete work in concrete road Coarse and fine aggregate confirming to IS:383
maximum size of coarse aggregate not exceeding 25 mm, using mechanical
weigh batcher, mixed as per approved mix design, laid, placed & distributed with
sufficient man power using M.S. Side Rail of road thickness with necessary nut
bolt plates, fixing as per width, compacted with Poker vibrator ( Trimix ) & Surface
Plate Vibrator, Troweling to be carried out with the same machine running on
troweling blades, finished in a continuous operation including provision of
contraction, expansion, construction and longitudinal joints, joint filler separation
membrane, sealant primer, joint sealant debonding strip, dowel bar, tie rod,
30 providing of Form work of ordinary
31 Cautionary Warning Sign: Providing and fixing sing boards made out of 2mm
aluminium sheet; size 90 x 90x 90 cms, equilateral triangle as per design of IRC-
67-1977. Pre treated with phospheting process acidetching: coated with one
coat of epoxy primer and two coats of best quality epoxypaint; reflectorised
withretro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long
stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x3mm,
x 75 x 6mm as required painted with bestquality epoxy coatings in black
andwhite bends. The details of symbol foreach board shall be as per
theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing
etc.complete under the supervision of engineer in Bhavnagar R&B SOR 2023-
24]charge (A) Engineer Gradeit no.26092A pg.
32 Regulatory/Mandatory signs Providing and fixing sing boards 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.OS.T Specifications; 3.1m long stand post and
frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm 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) (Bhavnagar R&B SOR 2023-24) Engineer Grade It
33 Direction sign (Junction board):-Providing and fixing sing boards made out of
2mm aluminium sheet, size 244 x 122cms. rectangle as 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 retrorefiective sheeting as per latest MO.S.T. Specifications: Letters and
numerals should be as per IRC 30-1968, 3.1 m long (2 nos) stand post and frame
fabricated fromsuitable size iron angle of 50 x 50 x 5mm 75x75x6mm 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 (Bhavnagar R&B SOR 2023-24)charge (A)
Engineer Grade it no.26098A pg
ન ધ:- ઉપરો ત તમામ ભાવો GST વગરના છે . GST ની રકમ અલગથી ુ વવામાં આવશે.
Notes for Bitumen Road work
Please read detailed Specification & Conditions carefully before submitting rates
Note Rates are to be quoted on percentage basis either above or below as the case may be and should be
entered in the figures and words.
entered in the figures and words.
Note Rates quoted include clearance of site (prior commencement of work and at its close) in all respects
and hold good for work under all conditions, site moisture, weather etc.
Note The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular
No. TNC/ 1090-24 C, Dated. 05-03-11 as directed by the Engineer-in-charge on the work site for
which contractor is not entitles for any extra payment.
Note Testing of materials as per statement attached with the specifications. The materials shall be tested
in G.E.R.I. OR Govt. approved agencies with prior permission of Engineer in charge. No payment
shall be paid for the same.
Note The other conditions of Schedule "B" will remain unchanged.
Note pWMU VG[ BF6 lJEFU UF\WLGUZGF 9ZFJ S|dF\F\S V[DPV[DPVFZP !!Z___ q Z_!# q K TFP !v)vZ__$ YL
;FNL DF8L sVM0LGZL S,[ q VY" f VG[ ;MS8 D]ZD 5ZGL ZMI<8L D]lSTGF ,FE CJ[ ZN SZJFDF\ VFJ[, K[P
Note Labour Cess 1 % (One Percent) of estimated cost put to tender for this work shall be recovered
from contractor of building or other construction works. (Resolution of Employment and condition
For PAVER ROAD WORKS Basic Rate of bitumen (VG-30) is considered to be
Rs 46832/ per M T at Koyali Refinery (Import bitumen must not be used)
SMg8=FS8Z wJFZF 5]ZM 5F0JFDF\ VFJTF 0FDZGF EFJ TOFJT R]SJJF AFAT[ ;ZSFZzL GF DFU" VG[ DSFG lJEFU
UF\WLGUZ GF 5lZ5+ G\P V[;P8LPVFZP !_Z___!vD\#$vZ)vC TFP ZvZv_* D]HA VG]'ZJFG]\ ZC[X[P
H[DF\ CM8DL1F %,Fg8 TYF 5[JZ OLGLXZ YL 5[JZ ZM0q0FDZ ZM0GF SFDDF\ AL8I]D[Gv0FDZ GM EFJ TOFJT s:8FZ
Z[.8f GL ZSD V,U YL R]SJJFGL S[ J;}, ,[JFGL ZC[X[P
P D[gI]V, SF5["8 D[Y0YL 0FDZ ZM0 S[ ;ZO[; 0=[;L\UsD[8, U|Fp8L\UfGF SFDDF\ VG[ VFJF SFDDF\ VFJTF
VF:OF<8 5[.g8L\UGF SFD DF8[ AL8I]D[Gv0FDZ GM EFJ TOFJT s:8FZ Z[.8f GL ZSD V,U YL R]SJJFGL S[
J;}, ,[JFGL GlC ZC[P
Note CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZ SFDM AFAT[ ;ZSFZzL GF DFP VG[ DP lJEFU UF\WLGUZ GF 5lZ5+
V[;PVFZPVFZP q5(&qVF.PALP q!*)s&fvZF TFP Z_q!q_* D]HA VG];ZJFG]\ ZC[X[P
CM8DL1F %,Fg8 5Z VMlO;GF :8FOG[ SMg8=S8ZzLV[ 5CMRF0JFv,FJJFv,. HJFGL jIJ:YF SZJFGL ZC[X[ H[
DF8[ SM. V[S:8=F 5[D[g8 VF5JFDF\ GlC VFJ[ T[DH CM8DL1F %,Fg8 5Z VMlO;GF :8FOG[ 5CMRF0IF AFN H
%,Fg8DFYL AL8]D[G DL1F JFCGDF\ EZJFG]\ RF,] SZJFG] ZC[X[P
Note રફાઇનર ના ૂળ બલ જ ુ બ ઉ પા દત ડામરની ખર દ ના વા તિવક દરો અને ઉપર દશાવેલ ટાર રટ વ ચેનો તફાવત
Note-13 BITUMEN USED IN WORK MUST BE FROM IOCL/BPCL/HPCL REFINERY.
Note-14 The Bitumenous material like BM,DBM,SDBC ,BC,BSG etc. shall be mix by Batch mix plant.
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vol - 1 Tech bid.pdf
vol - 2 GCC.pdf
Vol 3 Specification.pdf
boq-.pdf
vol - 4 Price bid.pdf
NIT (4).pdf
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