Resurfacing of Various Road Under MMGSY/Normal/2026-27/ In Ta:Mansa Dist:Gandhinagar. (1) Resurfacing of Vagosana To Indrapura Joining Road Km 0/000 to 3/000.

Name of work :- Resurfacing of Various Road Under MMGSY/SCSP/2026-27/ In Ta:Mansa

Dist:Gandhinagar. (1) Resurfacing of Vagosana to Indrapura Joining Road Km 0/000 to 3/000.

Bill Of Quantities

Memorandum showing items works to be carried out :

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Clearing and grubbing road land including uprooting trunk, vegetation, grass bushes,

shrubs, sapling and trees girth upto 300 mm removal of stumps of trees cut earlier and

disposal of unservicable materials [C] By Mechanical means in area of light jungle

Earth work for embankment with selected soil including breaking clods, dressing,

2 with all, lead and lift (excluding watering and consolidation) (A) From borrow area 1191.00 Cmt 154.88

with all lead and lift & CBR not less than

Rolling of earthwork in layers with vibratory roller 80 Kn to 100 Kn static weight

3 including filling in depressions which occurs during the process. 1313.00 Cmt 23.12

Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth

including stacking useful materials on road side and disposing off remaining stuff.

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size

including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including

5 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 208.00 Cmt 2022.02

weight. 75 mm thick compected.

Providing hard side shoulder of 100 mm thick for embankment using quarry spall

with all lead and lift and including watering and rolling and consolidation of sub

grade in layers at OMC to required dry density including filling depression which

occur during the process using vibratory roller of 80 KN to 100 KN (selected quarry

spall having CBR value not less than

Providing and laying bituminous grout base course 37.5 mm thick using asphalt

Grade VG-30 for tackcoat at the rate of 4.00 kg/10 smt on WBM Surface using B.T.

stone aggregate as per required gradation with the asphalt of VG-30 grade at the rate

7 of 1.99 % i.e. 19.90 Kg/M.T. by weight by mix including heating and mixing in drum 828.00 M.T. 3222.63

mix plant, transporting the mix spreading the same by paver finisher and

consolidation by vibratory roller including cost of all materials, fuel labours, tools and

plants etc. using contractors own drum mix plant etc complete

Providing and laying 37.50 mm thick compacted bituminous macadam with B.T.

Aggregate as per M.O.R.T & H gradation and Asphalt VG-30 @ 2.50 Kg/10 Sq.Mt.

on existing B.T.Surface for tack coat & Asphalt grade VG-30 for mixing @

Kg/M.T. i.e. 3.40% of total mix weight of the including heating the aggregates and

8 asphalt by continues batching of drum mix plant and spreading the same by paver 871.00 M.T. 4226.24

finisher and consolidation with vibratory roller 80 KN to 100 KN Static weight

including providing all materials, equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. comp. using contractor's own machineries drum mix

plant and paver finisher etc complete

Providing and laying 20 mm thick Mixed seal surfaceing using stone chipping and

aggregates as per M.O.R.&H gradation with bitumen Grade VG-30 @ rate 5.10% of

weight mix i.e.51.00 Kg/M.T. including heating the asphalt and aggregate by

9 continuous batching drum mix plant, transporting and mixed material and spreading 486.00 M.T. 5237.75

the same by pavers finisher and consolidation by vibratory roller of 80 KN to 100 KN

static weight including providing tools, plants, firewood, oil, kerosene, labour charges

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Box cutting the road surface to properslopeand camber for making a base forroad

10 work including removing theexcavated stuff and depositing on theroad side slope as 174.00 Cmt 109.25

directed upto50Mt.lead.

Providing and laying cement concrete 1:3:6 (1-Cement : 3 coarse sand : 6- hand

11 broken stone aggregates 40 mmnominal size) and curing complete excluding cost of 78.00 Cmt 3084.90

formwork in (A) Foundation and Plinth

Providing & Laying cement concrete 1:1:5:3 (1 cement : 1:5 course sand : 3 graded

stone aggregate 20 mm nominal size) for C.C. road and curing cost of form work.

Finishing the cement concrete road by trimix process inclusive of labour charges for

trimix vacuum dewatering process on cement concrete road by using vacuum

dewatering pump, surface floater, surface vibrator including channeling & making

grooves & rough finish to surface by providing expansion joints, contraction joint &

construction joints with fillings of joints with asphalt filler as per direction by

engineer incharge & as per specsificaiton.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including

14 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including 3.00 No 704.34

painting,lettering etc. complete (For O.D. road V.R.)

Providing and fixing hectometer as per I.R.C. type design including painting, lettering

etc. com plate.

Cautionary Warning Sign :-Providing and fixing sing boards made 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 M.O.S.T.Specifications; 3.1m long stand postand

16 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x75 x 6mm as 4.00 No 3509.28

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

charge.(A) Engineer Grade(VR).

Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 60cms.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 retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per

17 IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size 2.00 No 5045.37

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).

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Place ideatification sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 150 x 90cms. 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 retro refiective

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 50x50x5mm 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 charge.(A) Engineer

Providing and fixing logo board of MMGSY as per National Rural Road

Development Agency diamond size, 600 x 600 mm, 1.50 mm thick Plate & board

19 plate size, 900 x 250 mm, 1.5 mm thick M.S. plate and 2.40 meter deep length single 1.00 No 4250.08

angle 75 x 75 x 6 mm size including fitting and painting , lettering with luminous

colour as per drawing including fixing in CC 1:3:6 etc compete.

STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet;

size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated with

phospheting process & acid teching; 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 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 tec.

complete under the supervision of engineer in charge.(A) Engineer Grade(VR).

Hazard Marker Sign :-Providing and fixing sing boards made out of 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

21 sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame 1.00 No 2423.74

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)

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet

/ 3mm ACP (Aluminum composite Panel); size 60x50cm 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 refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of Iron Angle 75 x

x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size

22 iron angle of35x35x3mm; painted with bestquality epoxy coatings in black and white 4.00 No 3711.75

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 blockof

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 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. (A) Class-B Type-4 Retro Reflective sheeting.

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Project Information Board: Providing and fixing of typical Project informatory sign

boardwith Logo as per 1700 of MORD specifications and drawing. The board will be a

composite unit consisting ofThree Plates ACM (Aluminum Composite Material), material

specificaitons as per clause 17001.3. The topmost plate will be of 3mm ACM in diamond

shape of 600x600mm size, riveted with MS angle iron frame of25mmx25mmx5mm size on

back on edges. The middle 4mm ACM plate of will be 1200x150mm size rivetedwith MS

angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACM lower

mostplate will be 1500mmx600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting ofall the sheets over angle and flat iron frame will be

done neatly to have plain surface on one side. The angleiron frame of lower most plate and

flat iron frame of the middle plate will be welded to two nos 75mmx75mm (12 SWG) sheet

tubes posts placed at 1125mm apart centre to centre. the top of the middle platewill be

23 flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded 1.00 No 13428.96

in cementconcrete M15 grade block of 450x450x600mm below ground level. The height of

the bottom of the lowerplate will be 1200mm from normal ground level and the bottom of

the middle plate will be 100mm above thetop level of the lower most plate. the diamond

shaped plate mounted over flat angle iron frame will beconnected to middle plate by square

steel section of 47mmx47mm, thickness 12SWG having a spacing of100mm between the

diamond shaped plate and middle plate and this square section will be riveted to thebottom

point of the diamond shaped plate. logo, letters and numerals on the ACM should be madeup

of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest MORD section

1700 andIRC 67-2012 specifications. Al the section of the frame and posts shall be painted

with primer and two coatsof epoxy paint. The design, painting and lettering shall be done as

per the Signage Guide and asdirected by Engineer-In-charge. . A warranty for 5 years for the

Retro reflective sheeting for Class-A

Road Marking With Hot Applied Thermoplastic Paints with Reflectorising Glass

Beads On Bitumen Surface.Providingcand laying a hot applied thermoplastic

compound 2.5 mm. thick including reflectorising glass beads @250 gms per sqm.

Area,Thickness of 2.5 mm 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

24 patta/bump patta lane /center line /edge line/cut patta, The white color marking should 660.00 Smt 367.73

provide Iiminanance 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 of Reflectorising for Two Years.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS moulded body and reflective panels with

micro prismatic 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 strength of

detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of

500 Kgf. 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 manufacturers

recommendation and The color of the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge..

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per IS 458-1991 specifications including setting

the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(v) 300 mm dia.

Total Tender amount

Rupees One Crore Seventeen Lakh(s) Five Thousand One Hundred Fifty Nine And Paise Nineteen Only

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words) of the estimated rates

mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender

1. The Contractor Shall Exhibit a board with deatiled specification and details of work as directed by the Engineer-In-Charge for which no Extra Payment shall

2. The labour crss will be deducted as per prevaling 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 RCC items in Rate Analysis Standard cement Consuption has been taken as per Govt.G.R: PRC -10/2017 cement consumption/16/c, Date: 11/05/2017 as

stated i. S.O.R therefore in RCC Items where there is a changed as per actual mix design the cost of diffrence of cement consumption have been deduvted from

the rate of orignal item at the rate of input rate mentioned in all the tender.

Above all items of " Schedule-B" with iem Description,Unit,Rate & Amount Have verified by me and found Order.

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Gandhinagar Gandhinagar