Road

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Earthwork for embankment including breaking 3290.00 126.68 Cum

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

density including filling the depression which

occur during the process using power roller

8T to 10T. (E) From Borrow area with all lead

2 Providing, laying, spreading and compacting 324.00 2142.64 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.

3 Providing, laying, spreading and compacting 234.00 2032.95 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)

4 Construction of dry lean cement concrete Sub- 429.00 2790.26 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.

5 Construction of un-reinforced, dowel jointed, 915.00 5496.23 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.

6 Providing and fixing pre-cast Rubber Dye / 2746.00 686.90 Sqmt

steel Dye inter locking concrete block 60mm

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.

7 Providing and casting in situ ordinary cement 88.00 3832.22 Cum

concrete M-150 for Kerbs / kerb blocks

including formwork, curing and finishing

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

8 Supplying and fixing reinforced concrete 15.00 649.92 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.

9 Supplying & fixing R.C.C. Benches of RCC 4.00 4040.00 No.

1:2:4 Finished with Chaina Mosaic tiles chips

and etc. complete.

10 Suvidhapath LOGO" Board : Providing and fixing of 2.00 4657.89 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 600x 600mm

size, riveted with MS angle iron frame of 25mmx 25mmx

5mm size on back on edges. The Lower plate will be of

4mm ACP of 1100x 300mm size riveted with MS angle

iron frame of 25mmx 25mmx 5mm 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 x 75mmx 6mm Mild steel post at

Centre and this post will be embeded in cement

concrete M15 grade block of 450x 450x 600mm 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)

11 Road marking with hot applied thermoplastic 260.00 367.72 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.

12 Excavation for foundatiuon upto 1.5 m depth 35.00 241.79 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

13 Providing and filling in foundation with 3.00 3245.56 Cum

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

14 Supplying and fixing reinforced concrete 15.00 3446.50 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. (v) 900mm dia.

15 Providing and filling in foundation with 52.00 3615.61 Cum

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

16 Providing TMT Bar FE 500D reinforcement for 130.00 76.21 Kg.

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

placing in position complete upto floor two

Total Rs.

Rupees One Crore Four Lakh ThirtyFour Thousand Eight Hundred EightyFive and Paisa

TwentyFour Only

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

Sanand Ahmedabad