Constg. of Ged Sampad Road Under Suvidhapath - 2025-26 Package No. - SK/Suvidhapath/03, Ta. - Prantij Dist. - Sabarkantha

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Dismentaling the existing structure including 660.00 624.18 Cum

removing and stacking the dismentelled

materials as and where directed. (A) C.C.

2 Box cutting the road surface to proper slope 660.00 109.05 Cum

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed.

3 Providing, laying, spreading and compacting 377.00 1620.13 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-I) (B.T. Metal of size

45 to 90 mm) specification including

spreading in uniform thickness, hand packing,

rolling with 3 wheeled steel/ vibratory roller in

stages to proper grade and camber, applying

and brooming requisite type of screening/

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting

to the required density.

4 Providing, laying, spreading and compacting 276.00 1539.84 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-II) (B.T. Metal of size

45 to 63 mm) specification including

spreading in uniform thickness, hand packing,

rolling with 3 wheeled steel/ vibratory roller in

stages to proper grade and camber, applying

and brooming requisite type of screening/

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting

to the required density.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

5 Construction of dry lean cement concrete Sub- 276.00 2495.63 Cum

base over a prepared sub-grade with coarse

and fine aggregate conforming to IS: 383, the

size of coarse aggregate not exceeding

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 150 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.

6 Construction of un-reinforced, dowel jointed, 715.00 5549.70 Cum

plain cement concrete pavement over a

prepared sub base with approve grade

cement @ 400 kg per cum, coarse and fine

aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding

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.

7 Compaction and finishing of cement concrete 3575.00 126.17 Sqmt

road by trimix process providing extra labour

charges for the trimix vacum dewatering

service process on cement concrete road

surface by using vacum dewatering pump

floater surface vibrator including 3.5 kg/sqmt

surface hardner , making rough finish to

surface as per in including levelling the

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

8 Providing and fixing pre-cast Rubber Dye / 204.00 632.26 Sqmt

steel Dye inter locking concrete block 80mm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-

2018 etc. Complete.

9 Providing and casting in situ ordinary cement 27.00 3932.13 Cum

concrete M-150 for Kerbs / kerb blocks

including formwork, curing and finishing

10 Providing, laying, and compacting Quarry 60.00 589.35 Cum

spall for Road side shoulders including

spreading in uniform thickness, rolling with

vibratory roller 80-100 kN static wt. to proper

grade and camber including watering etc.

11 Supplying and fixing reinforced concrete 15.00 659.99 Rmt

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. (i) 300mm dia.

12 Supplying & fixing R.C.C. Benches of RCC 2.00 4040.00 No.

1:2:4 Finished with Chaina Mosaic tiles chips

and etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

13 Suvidhapath LOGO" Board : Providing and fixing of 1.00 4671.10 No.

Suvidhapath LOGO 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.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

14 Road marking with hot applied thermoplastic 195.00 367.72 Sqmt

paints with reflectorising glass beads on

bitumin surface providing and laying a hot

applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @

250gms per sqm area, thickness of 2.5mm is

excluding 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 patta lane/center

line/ edge line/cut patta. The white color

marking should provide liminance coefficinet

on cemend road shalll 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

for the Retro reflectivity should be two years.

15 Excavation for foundatiuon upto 1.5 m depth 106.00 253.85 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

16 Providing and filling in foundation with 7.10 3345.58 Cum

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

17 Providing and filling in foundation with 114.00 3715.63 Cum

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

18 Providing TMT Bar FE 500D reinforcement for 297.00 77.29 Kg.

R.C.C. work including bending, binding and

placing in position complete upto floor two

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

19 Providing and laying Weep hole in abutment 40.00 86.73 No.

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification.

20 White washing with lime on wall surface (two 146.00 12.73 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

Total Rs.

Rupees SeventyFour Lakh NinetyFour Thousand Nine Hundred NinetySix and Paisa Twelve

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rates mentioned above. Amount of

my/our tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net Rs._________

in words ___________ in words ___________

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.

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.

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.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R.&B. Sub Division Panchayat R.&B. Division

Prantij Himatnagar