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Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
27 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, Valsad
Construction of Slab Drain at Mamabhacha Beli Faliya Road km 0/0 to 0/2 Ta:Dharampur Dist:Valsad
297724
51 of 2025-26
Open
Civil Works - Bridges
Valsad
5 documents required · 5 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, Valsad
₹2.2 L
19 Apr 2026
19 Apr 2026
19 Apr 2026
27 Apr 2026
19 Apr 2026
BILL OF QUANTITES
Memorandum showing items of work to be carried out
Item Description of Item (with brief specification and reference
Quantity Unit figure Amount
no tobook of specifications)
1 Proving flood guage makrs on substrucure as per deisign including 10.00 Rmt 159.080 ₹
painting complete
2 Poviding masonry steps with cement pointing on approaches as 50.00 Steps 224.310 ₹
3 Providing and laying filter media 600 mm. thick as directed at the 268.00 Sq.m 1248.750 ₹
back of abutments returns and wing walls as per detailed
4 Providing and filling sand behind abutments and between returns in 764.00 Cu.m 480.410 ₹
layers as directed
5 Excavation for foundaion in hard murrum and boulders and very 274.00 Cu.m 598.130 ₹
stiff or sticky clays and oher similar strata including sorting and
strutting and dewatering as necessary and diposing of excavated
stuff as directed.
6 Excavation in large boulders and soft rock by welding including 812.00 Cu.m 701.530 ₹
sorting 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 76.00 Cu.m 1675.310 ₹
dewatering preparing foundation base by proper benching and
stepping and dispossing of the excavated stuff as directed. (B)
Blasting prohibited
8 Providing & filling in foundation with ordinary cement concrete M 96.00 Cu.m 3610.390 ₹
15 mix and providing necessary vertical pin headers including
formwork vibrating ramming & curing complete.
9 Diversion of water course/providing cofferdam and bund or island as 1.00 Each 40400.000 ₹
may be necessary for foundation the same for the period as may be
necessary (B) Diversion by cofferdam/sland
10 Providing and fixing steel dowel bar of Fe 550D grade 32 mm dia 231.00 Rmt 598.440 ₹
for anchoring by drilling holes in foundation strata including,
necessary bending hooking of dowel bars and grouting the holes
complete as per detailed dawing and as directed
11 Providing & casting in situ Design mix concrete M 30 for R. C.C. 359.00 Cu.m 4757.770 ₹
footing for Pier, Abutment and Return Wall Footing Pad for
including necessary shuttering laying vibrating ramming and curing
12 Providing & filling trenches of excavation in rocky strata with NMC 133.00 Cu.m 3552.860 ₹
13 Providing and placing in position Reinforcement GradeFe-550D for 99.40 M.T 73106.166 ₹
(A) R. C.C. footing for Pier, Abutment and Footing Pad for Return
Wall (B) Abutment cap and dirt wall (C) Pier cap ,R.C.C Pier,
Abutment, Return Wall (D) Side Wall (E) solid slab type of
superstructure and Top slab (F) R.C.C Crash Barrier (G) R.C.C.
Approach slab, (H) Wearing coat including curing bending hooking
and tying compete as per detailed drawing.
14 Providing and laying weep hole in abutment and return by using 268.00 Each 84.960 ₹
A.C. pipes of 100 mm. Diameter including laying in proper grade
and joining etc. comp. As per detailed specifications.
15 Providing and casting in situ controlled cement M-30 for R.C.C.
work in Abutment, Piers & Return wall, as per drawing including
centering shuttiring scaffolding where necessary laying vibrating
curing and finishing complete.
(A) Height from 0.0 M to 5.0 M 283.00 Cu.m 5328.990 ₹
(B) Height from 5.0 M to 10.0 M 69.00 Cu.m 5645.490 ₹
Item Description of Item (with brief specification and reference
Quantity Unit figure Amount
no tobook of specifications)
16 Providing and casting in situ controlled cement concrete M 30 Mix 72.00 Cu.m 5408.280 ₹
for R.C.C. works in pier cap abutment cap and dirt wall including
controlled cement concrete M 35 bed rock or pedestals of required
drawings, centering shuttering, scaffolding wherever necessary
laying vibrating curing and finishing complete.
17 Providing & Fixing in position tar paper bearing as per detailed 1.00 Job 10100.000 ₹
design and drawings and specification etc. complete
18 Providing and fixing in position FE 550D steel dowel bars in pier 15.00 Each 453.740 ₹
caps or abutments caps for anchorage in fixed end as per deailed
drawing in cluding cutting bending and welding complete.
19 Providing and fixing in position FE 550 D steel dowel bars in pier 15.00 Each 529.020 ₹
caps For anchorage in free end as per deailed drawing in cluding
cutting bending and welding .
20 Providing and casting in situ controlled cement concrete M-30 for 229.00 cu.m 5468.440 ₹
R.C.C. work in superstructure including centering, ramming
vibrating curing and finishing complete.(A) Solid slab type of
21 Providing and casting in situ controlled cement concrete M 40 for 30.00 Cu.m 5597.110 ₹
average 100 mm. thick wearing coat laid as directed including
tamping vibrating finishing curing and filling in joints with bitumen
22 (Provision of an Reinforced cement concrete crash barrier at the 99.00 Rmt 1474.600 ₹
edges of the road, approaches to bridge structures and medians,
constructed with M-40 grade concrete with FE550D (HYSD)
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 4 June 1994 as per dimensions in the
approved drawing and at locations directed by the Engineer, all as
23 Providing PVC. 100 mm. diameter water spouts including necessary 24.00 Each 159.370 ₹
iron gratings as per drawings.
24 Providing and fixing marble slab including engraving and painting 2.00 Each 1012.650 ₹
complete. (A) size 75 cm x 60 cm x 4 cm
25 Providing and casting in situ controlled cement concrete M 30 for 23.00 Cu.m 5296.680 ₹
approch slab including form work curing and finishing complete.
26 Providing Pre-moulded asphalt filler joints as per drawings.(A) 31.00 Sq.m 702.130 ₹
27 Finishing wall with weather proof exterior emulsion paint on wall 148.00 Sq.m 114.540 ₹
surface (two coats) to give an required shape even shade after
thoroughly brushing the surface to remove all dirt, and remains of
loose powdered materials.etc complete
28 Dismentaling the existing structure including removing and stacking 272.00 Cu.m 909.910 ₹
the dismentelled materials as and where directed. (A) R.C.C. work
29 Providing fusion bonded Epoxy coating not less than 175 micron 38.17 MT 10162.620 ₹
thickness and up to 300 micron to reinforcement bars as per IS-
13620-1993/ASTM-775 M including testing of coating at plant and
all taxes (A) 10mm to 16mm dia bar
30 Providing fusion bonded Epoxy coating not less than 175 micron 57.25 MT 7296.240 ₹
thickness and up to 300 micron to reinforcement bars as per IS-
13620-1993/ASTM-775 M including testing of coating at plant and
all taxes (B) 20mm to 32 mm dia bar
31 Earth work for embankment in cluding breaking clods dressing With 3175.50 Cu.m 177.920 ₹
all lead and lift and including watering, rolling, and consolidation of
subgrade in layers at O.MC. To required dry density including filling
the depressing which occur during the proces using vibrating roller
8.T. to 10 T (A) From borrow area within any km.
Item Description of Item (with brief specification and reference
Quantity Unit figure Amount
no tobook of specifications)
32 Box cutting the road surface to proper slope and camber for making 135.20 Cu.m 106.810 ₹
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed upto 50Mt.lead
33 Clearing and grubbing road land including uprooting trunk 1.20 Hectre 28455.100 ₹
vegetation, grass bushes, shrubs, saplings and tree girth up to
mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable materials to be
used or auctioned up to a lead of 1000 meters including removal and
disposal of top organic soil not exceeding 150 mm in thickness. (C)
by mechanical means in area of light jungle
34 Supplying Stacking & Spreding Hard Murrum 100 mm below sub 157.00 Cu.m 466.620 ₹
base and 100 mm for Side Shoulder of work as per specification and
Borrow material with Min CBR of 18% laid and compacted over.
Compacted of native soil of min. CBR of 1.8%, ( including
spreding,watering and consolidation) With Vibtatory roller
excceding 80KN and not excceding 120KNetc.complete.
35 Construction of granular sub-base (GSB-V) 150 mm thick layer by 243.00 Cu.m 1133.220 ₹
providing machine crushed B.T. material satisfying MORT&H
specification (Fifth revision) of Grading V including spreading in
uniform layer with motor grader on prepared surface, mixing by mix
in place method with rotavator at OMC and compacting with
vibratory roller to achieve the desired density etc. complete.
36 Providing & laying spreading and compacting stone aggregate 53 344.00 Cu.m 1197.860 ₹
mm to 22.4 mm size to W.B.M. 75 mm thick in Three layers
including spreading in uniform thickness, hand packing, rolling with
vibratory roller 8 to 10 tonnes to proper grade and camber, applying
and brooming requisite type of screening/ binding/ filler materials to
fill up the interstices of coarse aggregate, watering and compacting
to the required density. Grading II using screening type A (13.2 mm
stone aggregate)
37 Providing and Laying priming coat with emulsion SS-1 grade and 1424.00 Sqm 63.740 ₹
spraying emulsion with spray set fitted on mechanical bouzer using
emulsion at the rate of 7.50 kg/10 smt on WMM surface including
cleaning the surface etc. complete
38 Providing and laying bituminous base course 37.5 mm thick 105.00 M.T 2135.140 ₹
compacted with tack coat of Emulsion grade RS1 at the rate of
Kg./10Sqmt. and using B.T. stone aggregates of required gradation
and asphalt (VG-30) grade for mixing @ 1.99 % by weight of total
mix including heating the aggregate and asphalt by drum mix plant
and spreading the same by paver finisher and consolidation with
vibratory roller including providing all materials, equipments, tools
and plants, oil, kerosene, fire wood, labour charges etc. complete
39 Providing and laying 50.00 mm thick compacted B.M. in Single 153.00 M.T 2809.208 ₹
Layer with B.T. aggregate as per MORT&H specification using
Emulsion grade RS1 for tack coat at 2.5 Kg./10Sq.mt. with
mechanical sprayer and bitumen grade VG-30 for mixing at the rate
34.0 Kg/M.T. i.e. 3.4% of total mix including heating the aggregate
and asphalt by Drum mix plant and spreading the same by paver
finisher and consolidation with vibratory roller including providing
all materials, equipments, tools and plants, oil, kerosene, fire wood,
labour charges etc. complete
40 Providing and laying 25 mm thick compacted Semi Dense 66.00 M.T 3381.330 ₹
Bituminuous Concrete using stone chips as per MORT&H
gradation & 60/70(VG-30) grade asphalt for mixing @ 5.0% by
weight of total mix for binder including heating the aggregate and
asphalt by Drum Mix Plant
Item Description of Item (with brief specification and reference
Quantity Unit figure Amount
no tobook of specifications)
41 Road marking with hot applied thermoplastic paints with 62.00 Sqm 367.730 ₹
reflectorising glass beads on bitumin surface poviding and laying a
hot applied thermoplastic compound 2.5 mm thick including
reflectrorising glass beads @250 gm per sqm area, thickness of
mm in exluding of surface applied glass beds as per IRC:35-2015.
The finished surface to be level,uniform and free from streaks and
holes zebra patta/bump pattaline/center line/cut patta.The white
colour marking should provide liminance coefficent on cement road
shall be min 130 mcd/m^2/lux and Asphalt road shall be min
mcd/m^2/lux during the service life during the day time .The
marking should meet the performance criteria for night time
rreflectivity and skid resistance as mentioned in section -15 of IRC
35-2015 , warranty for retro reflectivity shall be two years.
42 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 62.00 No. 217.410 ₹
made of polycarbonate and ABS moulded body and reflective panels
with Micro prismatic lens (No Glass bead lens) capable of providing
total internal reflectionof the light entering the lens face and shall
support a load of 13635 kgs. tested in accordance to ASTM D
Type H and complying to Specifications of Category A of MORTH
Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The
height, width and length shall not exceed 20 mm, 130 mm and
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 themarker
should having finger grip for easy and accurate placement and
application with epoxy / bituminous Adhesive as recommended by
the manufacturer of the marker. The color of the marker should be as
per theIRC 35-2015 and as directed by Engineer-in-charge.
43 Cautionary Warning Sign :-Providing and fixing sing boards made 2.00 No. 3808.660 ₹
out of 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
refiectivesheeting as per latest .O.S.T.Specifications; 3.1m long
stand postand frame fabricated from suitable sizeiron angle of 35 x
35 x 3mm, 75 x 75 x 6mm as required; painted with estquality 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 charge.(A) ngineer Grade(VR)
44 Informatory Signs :-Providing and fixing sing boards made out of 2.00 NO 3856.900 ₹
2mm aluminium sheet; size 80 x 60cms. rectangle as per the design
of IRC-67-1977 pre treated with phospheting process & acid
teching; coated with one coat of epoxyprimer and two coats of best
qualityepoxy paint; reflectorised with retro refiective sheeting as per
latest M.O.S.T. Specifications; 3.1m long stand postand frame
fabricated from suitable sizeiron angle of 35 x 35 x
3mm75x75x6mm as required; painted with best qualityepoxy
coatings in black and whitebends. the details of symbol for
eachboard shall details of symbol for eachboard shall be as per the
instruction ofengineer in charge. The fixing at site shall be in 1:2:4
CC block of size 45 x45 x 60cms. for each leg. including excavation
curing tec. complete under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
Item Description of Item (with brief specification and reference
Quantity Unit figure Amount
no tobook of specifications)
45 Hazard Marker Sign :-Providing and fixing sing boards made out of 3.00 No. 2423.740 ₹
2mm aluminium sheet; size 90 x 30cms. rectangle as as per the
design/drawing attached (IRC) pretreated with phospheting process
& acid etching; coated with one coat of epoxy primer and two coats
of best quality epoxy paint; reflectorised with retro refiective
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
& 50 x 50 x 5mm painted with best quality epoxy coatings The
fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for
each leg. including excavation curing etc. complete under the
supervision of engineer in charge.(A) Engineer Grade(VR)...
46 Providing and fixing hectometer as per I.R.C. type design including 4.00 NO 356.500 ₹
painting lettering etc. complete fixing in C.C. 1:5:10.
47 Providing and fixing guard stone as per I.R.C. type design including 8.00 NO 350.810 ₹
white washing etc. complete fixing in C.C. 1:5:10
48 Excavation for foundation up to 1.50 mt depth including sorting out 249.00 Cum 253.890 ₹
and stacking of useful material and disposing of the excavated stuff
up to 50 mt. lead (B) Dense or Hard soil
49 Providing & laying rubble for apron and Gabbion (each stone weight 658.00 Cu.m 1083.820 ₹
not less than 40 Kg.) including packing & filling in the interstices
50 with quarry&spalls.
Providing Suppling of Mechanically Woven, Double 658.00 Cu.m 1212.000 ₹
Twisted,Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes;
Mesh opening Type : 10 x 12; Wire dia: 2.7/3.7 mm; Selvedge wire
51 Providing, Supply and Installation of 200 GSM Non Woven 470.00 Sq.m 45.450 ₹
Geotextile Needle Punched. Polypropylene Material Having
Minimum Roll Size of 5 mtr x 100 mtr Including all Labours & etc.
52 Providing and laying rubble pitching of 22.50 cm. thick with filling 886.00 Sqm 596.770 ₹
the sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and
30 cms. x 30 cms. panel wall as per the detailed drawing with
necessary excavation and providing water chute of C.C. 1:3:6 at
24.00 mt. C/C providing pointing on rubble pitching in CM 1 : 3 etc.
53 Providing and erecting a 'W' type metal beam crash barrier 20.00 Rmt 3496.620 ₹
comprising of 3 mm thick corrugted sheet metal beam rail. 70 cm
above road/ground level. fixed on ismc series channel verticle ost
150x75x5 mm spced 2 mt centre to centre, 1.8 mt height , 1.1 mt
below ground /road level,all steel parts and fitments to be galvanised
by hot dip process , all fittings to confirm to I.S 1367 and I.S 1364
metal beam rail to be fixed on the verticle post with a spacer of
channel section 150 x75x5 mm ,330 mm long complete as per clause
54 Providing Designing Supplying and Installation of Extruded Bi- 585.00 Sqm 111.100 ₹
Axial Polypropylene 30 kn GeoGrid Including all Labours & etc.
55 Providing Designing Supplying and Installation of Extruded Bi- 378.00 Sqm 141.400 ₹
Axial Polypropylene 40 kn GeoGrid Including all Labours & etc.
56 Supplying and fixing reinforced concrete heavy duty non-pressure 75.00 Rmt 3446.510 ₹
pipes with collars for culvert carrying heavy traffic as per IS: 458-
1991 spcifications including setting the pipes in C:M 1:2 watering
and laying (to leval or slopes) of class NP3 of following internal
Diameters 900 mm Dia.
Item Description of Item (with brief specification and reference
Quantity Unit figure Amount
no tobook of specifications)
57 Supplying and fixing reinforced concrete heavy duty non-pressure 37.50 Rmt 5560.010 ₹
pipes with collars for culvert carrying heavy traffic as per IS: 458-
1991 spcifications including setting the pipes in C:M 1:2 watering
and laying (to leval or slopes) of class NP3 of following internal
Diameters 1200 mm Dia.
Rupees Two Crore Eighteen Lac Fifty Two Thousand Nine Hundred Two and Paise Sixty Eight Total ₹
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.
Amount of My / our Tender Work out as under.
* Estimated amount put to tender.RS. 2,18,52,902.68 Estimated amount put to tender.RS.
(* Please strike out whichever is not applicable.)
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.
5 All works shall be carried out as per latest MORTH Specification Booklet and other specification of Division as directed.
Testing of material shall be done as per statement attached with specification. The material should be tested in GERI or Private laboratory
approved by Govt. of Gujarat. Bill for testing charges should be paid by Executive Engineer and 1% amount as per the schedule - B
computed after deducting the cost of materials to be supplied by the Govt. and shall be recovered from the contractor's running bill as per
Govt., R&B Department No. TNC-1085/(4)/C dtd 20-12-91.
An amount of Rs. 3,95,274.55 (Rupees Three Lac Ninety Five Thousand Two Hundred Seventy Four and Paise Fifty Five Only) of
7 estimated credit value of Dismenataling of Existing Bridge & Diversion shall be recovered from the 1St R.A. Bill of this work irrespective
of the quantity actually received on site.
Sign Of Bidder Deputy Executive Engineer, Executive Engineer
Pan (R & B) Sub Division Pan(R & B ) Division
Dharampur Valsad
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BOQ Mamabhacha.pdf
General Techical Specifications.pdf
GRs.pdf
INDEX SPECIFICATION.pdf
SBD Book - MAMABHACHA BRIDGE.pdf
GAD_DHARMPUR MAMABHACHA BELLY FALIYA ROAD.pdf
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