Construction of Modasa Nadiad Road Ch. 105/600 To 107/750 For Under Ground Gutter Line Repairing Work- Re-Tender

(with brief specification and reference to book Quantity Rate In figures Unit Amount

of specifications)

1 Clearing and grubbing road land including 0.65 28393.03 Hect

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle

2 Box cutting the road surface to proper slope 17884.00 103.86 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, and compacting Quarry spall 323.00 438.34 Cum

for Road side shoulders including spreading in

uniform thickness, including rolling with

vibratory roller 80-100 kN static wt. to proper

grade and camber including watering etc.

4 Construction of inverted choke by providing, 4139.00 659.53 Cum

laying, spreading and compacting screening B

type/ coarse sand of specified grade in uniform

layer on a prepared surface with motor grader

and compacting with power roller etc.

5 Construction of granular sub-base by providing 3816.00 1266.54 Cum

granular material of Grading II, spreading in

uniform layers with motor grader on prepared

surface, mixing by mix in place method with

front end loader at OMC, and compacting with

vibratory roller to achieve the desired density,

complete as per clause

Description of Item

(with brief specification and reference to book Quantity Rate In figures Unit Amount

of specifications)

6 Providing, laying, spreading and compacting 3720.00 1527.12 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.

7 Providing, laying, spreading and compacting 3623.00 1237.25 Cum

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site,

laying in uniform layers with grader in sub-

base / base course on well prepared surface

and compacting with vibratory roller to achieve

the desired density.

8 Providing and applying Tack coat, using VG 30 47008.00 12.12 Sqmt

bitumen at the rate 2.5 kg. / 10 sq.m. on

W.B.M./ W.M.M./ B.T. surface including

cleaning the surface etc. complete.

9 Providing and applying priming coat, using SS1 24149.00 54.54 Sqmt

emulsion bitumen at the rate 7.5 kg. / 10 sq.m.

on W.B.M./ W.M.M./ B.T. surface including

cleaning the surface etc. complete.

10 Providing and laying 50 mm thick bituminous 5171.00 2305.11 M.T.

macadam Grade II with Drum mix plant using

crushed aggregates of specified grading

premixed with bituminous binder VG-30 at the

rate of 3.40 % i.e. 34.0 Kg/ M.T. by weight mix,

transported to site, laid over a previously

prepared surface with paver finisher to the

required grade, level and alignment and rolled

as per clauses 501.6 and 501.7 to achieve the

desired compaction.

Description of Item

(with brief specification and reference to book Quantity Rate In figures Unit Amount

of specifications)

11 Providing and laying 25 mm thick compacted 1352.00 2903.20 M.T.

S.D.B.C. with B.T. stone chips as per MORT &

H gradation and specification with bitumen

grade for mixing at the rate of 50.00 kg / M.T.

by weight of total mix i.e.") (5.0 % by weight of

total mix) including heating the asphalt and

aggreates by drum mix plant and spreading the

same by paver finisher including rolling and

consolidation with 10-12 tonnes vibratory and

power roller and providing all materials,

equipments, tools, and plants, fire wood, oil,

kerosene, labour charges etc and using

contractor's own machineries drum mix plant

and paver finisher etc complet.

12 Road marking with hot applied thermoplastic 3990.00 367.72 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

Description of Item

(with brief specification and reference to book Quantity Rate In figures Unit Amount

of specifications)

13 Cat Eye / Road Stud / RPM: Supplying of Molded 678.00 326.23 No.

Twin Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and

reflective panels with micro prismatic 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

Type H and complying to Specifications of

Category A of MORTH Circular No

RW/NH/33023/10-97 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 strength of

detachment of the integrated cylindrical shanks,

(of diameter not less than 19 +/- 2 mm and height

not less than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by drilling

holes on the road for the shanks to go inside,

without nails and using epoxy resin based

adhesive as per manufacturers recommendation

and The color of the marker should be as per the

IRC 35-2015 and as directed by Engineer-in-

14 Constructing Manhole with R.C.C. top slab in 20.00 19330.46 No.

1:2:4 mix (1-cement:2-coarse sand : 4-graded

stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3-

coarse sand :6-Brickbats 40 + 50mm size)

inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished

with a floating coatof neat cement and making

channels in cement concrete 1:2:4 mix (1-

Cement :2-Coarse sand :4-stone aggregate

20mm nominal size) finished smooth complete

including curing and festing (i) Inside size

900mm x 1200mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter

total weight of cover and frame to benot less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of

frame 64Kg.) (A) With 230 mm thick walls of

brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in

Cement Mortar 1:5 (1- Cement: 5-Coarse sand)

(2) B type depth 1.50 Metre for 150mm

diameter sewer.

Description of Item

(with brief specification and reference to book Quantity Rate In figures Unit Amount

of specifications)

15 Providing and fixing pre-cast concrete kerb 8600.00 361.64 Rmt

stone of gray 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 (1

cement: 3 fine sand) etc complete.

16 Providing and fixing pre-cast Rubber Dye / 4300.00 686.90 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 :

including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level

asper guidlines of IRC : SP 63-2018 etc.

Total Rs.

Rupees Four Crore FiftySix Lakh Fourteen Thousand Two Hundred SixtyNine and Paisa FiftyFive

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 put to tender Estimated amount put to tender

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

Deputy Executive Engineer Executive Engineer

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

Modasa Modasa