Resurfacing Left Bank Earthen dam Top Road and Main Spillway to Suj.Suf.Spreading Canal Head Regulator Road at Kadana dam Site.

Name of Work :- Resurfacing and Strengthening of Mena-Mor talav to Bhadar dam road and Rehman Ankaliya road to Bhadar

dam Ta:Khanpur Di: Mahisagar

Sr. Qty Unit Item of work Tender Rate in Unit Amount

No. estimated Rupees in Rupees in Words

1 2.8875 Ha Item No. 1 28173.36 Rs. Twenty Eight Ha

Clearing and grubbing road land including uprooting Thousand One

rank vegetation grass bushes,shrubs,sapling and trees Hundred Seventy

girth up to 300 mm removal of stumps of trees cut Three & Thirty

earlier and disposal of unserviceable materials (C) By Six Paise Only

mechanical means in area of light jungle

Add 1% Labour cess

2 2446.90 Cmt Item No.2 108.33 Rs. One Cmt

Box cutting the road surface to proper slope and Hundred Eight &

camber for making a base for road work including Thirty Three

removing the excavated stuff and depositing on the Paise Only

road side slope as directed upto 50Mt.lead.

Add 1% Labour cess

3 5838.80 Cmt Item No.3 1816.49 Rs. One Cmt

Providing and laying compacted WBM of Grading-II Thousand Eight

MCBT metal of size 53 to 22.4mm in required layers Hundred Sixteen

including using 24% stone screening 11.2mm size and & Forty Nine

8% stone dust as filler including spreading watering & Paise Only

consolidation by vibratory roller etc. as per MoRTH

Specification complete as directed by Engineer - in -

4 32738.00 Sqm Item No.4 63.40 Rs. Sixty Three Sqm

t Providing and laying evenly Prime coat with emulsion & Forty Paise t

bitumen SS-1 at rate of 7.5Kg/10Sq.M. etc complete as Only

directed with all labour and materials.

5 2455.00 MT Item No.5 2251.53 Rs. Two MT

Providing & laying Bituminous grout 37.50mm thick Thousand Two

with asphalt of grade of VG-30 at the rate of 1.99% by Hundred Fifty

weight of mix for mixing using B.T. Chips of required One & Fifty

gradation including cleaning and heating asphalt Three Paise Only

premix materials by hotmix process in proper gradation

and laying with paver finisher and consolidation by

roller of 8 to 10 tonnes including cost of all materials,

Asphalt, aggregates, labour Charges, royalty charges

etc. completed as directed. including flushing key

aggregate @0.13Cum/10Sq.m.

6 32738.00 Sqm Item No.6 13.21 Rs. Thirteen & Sqm

t Providing and laying Tack coat with Bitumen Emulsion Twenty One t

(RS-1) at the rate of 2.50Kg/10Sq.M. on the prepare Paise Only

bituminous surface etc complete as directed with all

labour and materials)

7 1719.00 MT Item No.7 2842.72 Rs. Two MT

Providing laying and rolling 25 mm thick open graded Thousand Eight

premixed bitumineous carpet with B.T. aggregate as Hundred Forty

specified and using bitumen for mixing with agreegate Two & Seventy

at the rate of 3.36% i.e 33.60kg/M.T. of total mix Two Paise Only

including heating and mixing in drum mix plant and

spreading the same with paver finisher and

consolidation with power roller including necessary

firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tool

etc. completed in accordance with the requirement of

Sr. Qty Unit Item of work Tender Rate in Unit Amount

No. estimated Rupees in Rupees in Words

8 884.00 MT Item No.8 3306.67 Rs. Three MT

Providing and laying seal coat with B.T aggregate as Thousand Three

specified using aggregate at the rate of Hundred Six &

0.18cum/10Sqmt and bitumen grade VG-30 for mixing Sixty Seven

with aggregate at the rate of 4.5% i.e 45.00Kg/M.T of Paise Only

total mix including heating and mixing in drum mix

plant and spreading the same by paver finisher and

consolidation with Power roller including necessary

firewood oil, lubricans, labour charges using

conractor's own drum mix plant, machineries and

equipment, tools (including flushing & screened stone

dust etc. complete in accordance with the requirement

of specification.

9 20.00 Eac Item No.9 697.36 Rs. Six Hundred Eac

h Providing and fixing ordinary Kilometer stone of precast Ninety Seven & h

C.C. 1:2:4 including necessary reinforcement as per Thirty Six Paise

I.R.C. type design in C.C. 1:4:8 including Only

painting,lettering etc. complete (For O.D. road V.R.)

Add 1% Labour cess

10 1730.00 Smt Item No. 10 :- 364.08 Rs. Three Smt

Road marking with hot applied thermoplastic paints Hundred Sixty

with reflectorising glass beads on bitumin surface Four & Eight

providing and laying a hot applied thermoplastic Paise Only

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.

Add 1% Labour cess

11 1818.00 Nos Item No. 11 :- 215.25 Rs. Two Hundred Nos

Cat Eye / Road Stud / RPM: Supplying Raised Fifteen & Twenty

Pavement Markers made of polycarbonate and ABS Five Paise Only

moulded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of providing

total internal reflection of the light entering the lens

face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt

11.06. 1997. The height, width and length shall not

exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree. The body

of the marker should having finger grip for easy and

accurate placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

Add 1% Labour cess

Sr. Qty Unit Item of work Tender Rate in Unit Amount

No. estimated Rupees in Rupees in Words

12 6.00 Nos Item No. 12 :- 4995.41 Rs. Four Nos

Village name/ Bump Ahed sign :-Providing and fixing Thousand Nine

sing boards made out of 2mm aluminium sheet; size 90 Hundred Ninety

x 60cms. rectangle as as per the design of IRC-67-1977 Five & Forty One

pre treated with phospheting process & acid etching; Paise Only

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.(A) Engineer Grade(VR)...

Add 1% Labour cess

13 750.00 Nos Item No. 13 :- 347.33 Rs. Three Nos

Providing and fixing guard stone as per I.R.C. type Hundred Forty

design including white washing etc. complete.(ii) Fixing Seven & Thirty

in C.C. 1:5:10 Three Paise Only

Add 1% Labour cess

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

percent (should be written in figure and words ) of the estimated rate 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 Rs……………. Add: …………% above Rs…………….

Net Rs……………. Total Rs…………….

* ( Please stride out whichever is not applicable).

Note1 :- All work shall be carried out as per Public Works Depatment Handbook and other

specification of Division or as directed.

Note 2 :- All the columns is Schedule should be filled in ink and the total of the entires in

the last column should be struck by the contractor under his signature

Note 3 :- Rates quoted include clearance of site (prior commencemect of work and at its

close) in all respect and. hold good for work under all condition, site, moisture, wreather etc

Note 4 :- To be continued on additional sheets, if found necessary.

Signature of Deputy Executive Engineer Executive Engineer

Bhadar Canal Distribution Sub Division Kadana Division No.1

Lunawada Diwada Colony