SUVIDHAPATH - 2026-2027, PKG NO:-21, CONSTRUCTION OF VARIOUS SUVIDHAPATH, IN VIJAPUR TALUKA, DIST-MEHSANA.

Suvidhapath - 2026-2027, PKG No:-21, Construction of Various Suvidhapath, In Vijapur Taluka,

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification and rate

Quantity Unit Rate In

No. reference to book of specifications)

1 Box cutting the road surface to proper slope and camber for 1377.00 Cum. 109.05

making a base of road work including removing the excavated

stuff and depositing on the road side slops as directed upto

2 Conveyance of excavated earth/ unsuitable material available 552.00 Cum. 237.15

from box cutting/ scarifying the existing road surface etc. up

to 5.0 km. lead including loading, unloading and spreading the

material on road side as and where directed.

3 Earthwork for embankment with selected earth CBR not less 461.00 Cum. 192.15

than 6 including breaking clods, dressing with all lead and lift

(including watering and consolidation) (B) From Borrow area

with all lead and lift.

4 Providing and laying compacted W.B.M. 150 mm thick of 1587.00 Cum. 1927.52

machine crushed B.T. metal of size 45 mm to 63 mm with

using 20 % stone screenings as filler grit and stone dust

including spreading, watering & consolidation by vibratory

roller etc complete.

5 Demolition and disposal of unserviceable materials with all 1009.00 Cum. 516.31

lead and lift.(ii) Cement concrete. & CREDIT for Bricks bats

including stacking of serviceable materials and disposal of

unserviceable materials with all read and lift. .ii. In cement

6 Construction of dry lean cement concrete Sub- base over a 910.00 Cmt 2793.10

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.

7 Supplying and fixing reinforced concrete heavy duty non- 45.00 Rmt 1462.01

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 2003 Class NP3 casted by vertically vibrated

technology of following internal diameter. (iv) 450 mm dia.

8 Supplying and fixing reinforced concrete heavy duty non- 60.00 Rmt 1095.18

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 2003 Class NP3 casted by vertically vibrated

technology of following internal diameter. (iv) 300 mm dia.

9 Construction of un-reinforced, dowel jointed, plain cement 2052.00 Cmt 5224.67

concrete pavement over a prepared sub base with concrete

grade M300, coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or slip form

paver, spread, compacted 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 .

10 Providing and fixing Pre-cast Rubber Dye inter locking 1631.00 Sqm. 699.84

concrete block 60 mm thick with grade of concrete M

pnumatic compressed by mechanically pressed and as per

approved design CONFIRMING IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidelines of IRC: SP 63 - 2018 etc

11 Providing and fixing Pre-cast concrete kerb stone of gray 1060.00 Rmt 374.92

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

12 SUVIDHAPATH "LOGO" Board : Providing and fixing of 3.00 No 5096.46

SUVIDHAPATH LOGO informatory sign board with Logo as per

section 1700 of MORD specifications and drawing. The board

will be a composite unit consisting of Two Plates of ACM

(Aluminum Composite Material), material specifications as

per clause 17001.3. The top most plate will 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

75mm x75mmx6mm Mild steel post at Centre and this post

will be embeded in cement concrete M15 grade block of

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 section 1700 and IRC 67-2012 specifications. Al

the section of the frame and posts shall be painted with

primer and two coats of epoxy paint. The design, painting and

lettering shall be done as per the SUVIDHAPATH Logo sign

Design and as directed by Engineer in-charge. A warranty for

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

original manufacturer shall be submitted by contractor.

13 Cautionary Warning Sign / Give Way Sign :-Providing and 6.00 No 3906.19

fixing sing boards made out of 4mm ACP (Aluminium

Composite Panel); size 90 x 90 x 90 cms. equilateral triangle 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 refiective 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 6 mm as

required and frame fabricated from suitable size iron angle of

35 x 35 x 3mm; 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 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

14 Providing and Fixing Village Name sing board having both side 6.00 No 6397.43

covered with 4mm ACP Sheet size 90x60 cms rectangular with

message as per the design, pretreated with phospheting

process & acid etching with one coat of epoxy primer and two

coats of best quality epoxy paint, reflectorised with High

Intensity Micro Prismatic Grade Type-IV retro reflective

sheeting as per the IRC 67 and latest MOST Specifications;

3.1mtr long stand post of Iron angle 75 x 75 x 6 mm and

frame fabricated from suitable Square Hollow Section of

40x40x2.6mm, as required, painted with best quality epoxy

coating in black and white bends. The details of the

letters/symbols for board shall be screen printed on both the

side of the board with approved color as per design and as

directed by manufacturer of the retro reflective sheeting and

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) Class-B High Intensity Grade Retro

Reflective Sheeting

15 Road Marking with Hot Applied Thermoplastic Paints with 454.00 Sqm. 367.72

reflectorising glass beads on bitumin surface. Providing and

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 patta/bump

patta lane/center line/edge line/cut patta, The white color

marking should provide liminanance 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 3 (three) years.

16 Providing and fixing in position PVC SWR pipes IS 13592 for 60.00 Rmt 265.34

Drain - 110 mm dia.

17 Supplying & fixing R.C.C. Benches of RCC 1:2:4 Finished with 9.00 No 5050.00

Chaina Mosaic tiles chips and etc. complete.

Rupees One Crore Ninety One Lakhs Eighty Eight Thousand One Hundred Six and Paise Fifty Four Only

I/We am/are willing to carry out the work at…% above/below percent(Should be wri en in figures and words) of the

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

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Vijapur Mehsana

Notes 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.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 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.