SUVIDHAPATH - 2026-2027, CONSTRUCTION OF MALOSAN VILLAGE PENDING CC ROAD MALOSAN VILLAGE SEVAKPURA PENDING ROAD TO KACHHALA VISTAR UPTO AND THERE TO GANAPATI TEMPLE TO RABARIVAS TO MALOSAN HIGHSCHOOL TOWARDS MALOSAN VIJAPUR ROAD TOWARDS ROAD. IN VIJAPUR TALUKA, DIST- MEHSANA

Suvidhapath - 2026-2027, Construction of Malosan Village Pending CC Road Malosan

Village Sevakpura Pending Road to Kachhala Vistar Upto And There To Ganapati

Temple To Rabarivas To Malosan Highschool Towards Malosan Vijapur Road Towards

Road. In Vijapur Taluka, Dist-Mehsana.

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 1287.00 Cum. 109.05

for making a base of road work including removing the

excavated stuff and depositing on the road side slops as

directed upto 50 mts. Lead.

2 Conveyance of excavated earth/ unsuitable material 515.00 Cum. 237.15

available 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

3 Earthwork for embankment with selected earth CBR not 263.00 Cum. 192.15

less 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 1287.00 Cum. 1867.49

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 165.00 Cum. 516.31

all 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 Mortar

6 Construction of dry lean cement concrete Sub- base over a 756.00 Cmt 2753.26

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.

7 Supplying and fixing reinforced concrete heavy duty non- 30.00 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- 30.00 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 1670.00 Cmt 5183.32

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 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 1552.00 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

75 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 complete.

11 Providing and fixing Pre-cast concrete kerb stone of gray 300.00 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 1.00 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 5 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 2.00 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 2.00 No 6397.43

side 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 332.00 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.

mcd/m2/lux and Asphalt road shall be min

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 75.00 Rmt 265.34

for Drain - 110 mm dia.

17 Supplying & fixing R.C.C. Benches of RCC 1:2:4 Finished 3.00 No 5050.00

with Chaina Mosaic tiles chips and etc. complete.

Rupees One Crore Forty Nine Lakhs Ninety Seven Thousand Four Hundred Fifty Five and Paise Forty One

I/We am/are willing to carry out the work at… % above/below percent(Should be written in igures 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.