Suvidhapath of Various Road SUVIDHAPATH/2025-26 /Pkg No-25 In Ta.Mansa Dist.Gandhinagar (1)Suvidhapath Of Kharna High school To Dairy to Panchayat Ghar to One Side Kharna Approach And Second Side Behind Dairy to Gojariya Highway Joining Road (2)Suvidhapath Of Kharna (Amarpura) Road.

Name of work :- Suvidhapath of Various Road SUVIDHAPATH/2025-26 /Pkg No-25 In Ta.Mansa

Dist.Gandhinagar.

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

1 earlier and disposal of unservicable materials [C] By Mechanical means in area of 1.95 Hact. 28455.10

Earthwork for embankment carried by lime soil stabilization including breaking

clods, dressing with all lead and lift and including watering rolling and consolidation

2 of subgrade in layers at O.M.C. to required dry density including filling the 4604.00 Cmt 277.75

depression which occur during the process using power roller 8T to 10T.(E) From

Borrow area within 2.0KM. lead FOR EARTHWORK CBR

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. 3483.00 Cmt 23.12

Demolition including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

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

5 work including removing theexcavated stuff and depositing on theroad side slope as 3483.00 Cmt 109.25

directed upto50Mt.lead.

Conveyance of excavated earth/ unsuiable material available from box cutting/

6 scarifying the existing road surface etc. up to 5.0 km. lead including loading, 1742.00 Cmt 494.96

unloading and spreading the material on road side as and where directed.

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

7 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 3483.00 Cmt 2164.83

weight. 75 mm thick compected.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with

coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be less than 220 kg/

cum, optimum moisture content to be determined during trial length construction,

concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a fixed form paver or conventional method, compacting

with 8-10 tonnes vibratory roller, finishing and curing etc. cpmplete.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over

a prepared sub base with concrete grade M300, coarse and fine aggregate

conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved mix design, transported to

9 site, laid with a fixed form or slip form paver, or conventional method, compacted 4410.00 Cmt 6225.92

and 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, admixtures as

approved, curing compound, finishing to lines and grades as per drawing

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

Quantity Unit Rate In figures Amount

specifications)

Providing and fixing Pre-cast Rubber Dye inter locking concrete block 80mm thick

with grade of concrete M250 pnumatic compressed by mechanically pressed and as

10 per approved design CONFIRMING IS 15658:2006 including 75mm Sand layer for 1980.00 Sqm 885.77

levelling and filling the joint with sand inproper line and level as per guidelines of

IRC: SP63-2018 etc complete.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete

block 30cm length,30cm height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Providing and fixing ordinary Kilometer stone of pre-cast C.C 1:2:4: including

12 necessary reinforcement as per I.R.C type design fixing in C.C.1:4:8: including 3.00 No 1293.39

letter in and paints etc. complete.

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

14 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as 8.00 No 3906.19

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.(B) High Intensity Grade..................

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

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.(B)High Intensity Grade

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.(B)High

Intensity Grade .....................

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

Quantity Unit Rate In figures Amount

specifications)

SUVIDHAPATH "LOGO"Board: Providing and fixing of SUVIDHAPATH LOGO

informatory sign board with Logoas per section1700 of MORD specifications and

drawing. The board will be acomposite unit consisting of Two Plates of ACM

(Aluminum Composite Material), material specifications as per clause 17001.3. The

top most platewill be of 3mm ACP in diamond shape of 600x600mm size, riveted

with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower

plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges.Riveting of all the sheets over angle and

flat iron frame will be done neatly to have plain surface on one side. The angle iron

frame of Both the plates will be welded to a 75mmx75mmx6mm Mild steel post at

17 Centre and this post will be embeded in cement concrete M15 grade block of 2.00 No 5096.46

450x450x600mm below ground level. The height of the bottom of the lower plate

will be 1200mm from normal ground level. The spacing between the diamond

shaped plate and Lower Plate is kept 150mm. SUVIDHAPATH logo, letters and

numerals on the ACM should be made up of Retro Reflective sheeting of Type-1

AEGP Class-A grade as per the latest MORD section1700 and IRC67-2012

specifications. Al the section of the frame and posts shall be painted with primer

and two coats of epoxypaint.The design, painting and lettering shall be done as per

the SUVIDHAPATH Logosign Design and as directed by Engineer in-charge. A

warranty for 5 years for the Retro reflective sheeting for Type-1 Class-A from

original manufacturer shall be submitted by contractor.

STOP Sign :-Providing and fixing sign boards made out of 4mm ACP (Aluminum

composite Panel); size 90 cms. Octagonal 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 MORD

Specifications; 3.1mtr long stand post of Iron Angle 75 x 75 x 6mm and frame

18 fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality 4.00 No 6704.36

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 warranty for 7 years for the

Retro reflective sheeting from original manufacturer shall be submitted by

contractor. (A) Class-B High intensity Grade Retro Reflective sheeting.

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 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of35x35x3mm; painted with bestquality

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 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

20 flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in 2.00 No 13428.96

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

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

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.

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) 450 mm dia.

Excavation for foundation upto 1.5 M. depth including sorting out and stacking of

23 useful materials and disposing of excavated stuff up to 50M. lead. (a) Loose or soft 100.00 Cum 123.13

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

24 broken stone aggregates 40 mmnominal size) and curing complete excluding cost of 18.00 Cmt 3084.89

formwork in (A) Foundation and Plinth

Providing and casting in situ ordinary cement concrete M-150 mix and providing

25 necessary pin headers including shuttering, scaffolding, laying vibrating curing and 118.00 Cum 3917.50

finishing complete without V Grooves. (A) Height from 0.0 to 5.00 mt

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) 900mm dia.

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

Quantity Unit Rate In figures Amount

specifications)

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

binding and placing in position complete upto floor two level

Total Tender amount

Rupees Four Crore Ninety Nine Lakh(s) Sixty Six Thousand Six Hundred Eighty One And Paise Eighty Six 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 be

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