WAGADIA WATER RESOURCES PROJECT

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 10 Cr.)

Name of work : WAGADIA WATER RESOURCES PROJECT

Construction of CC Road from Ch. 0.00 mt. to 300.00 mt. of Approach

Road of Wagadia WRP.

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

1 Box cutting the road surface to proper slope and 506.25 Cum. 111.85

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50 Mt. lead.

2 Providing, laying and Spreading 100 mm 113.63 Cum. 875.67

Granular sub-base (Grade-I) by providing close

graded B.T.M.C. material in single layer with

motor grader on prepared surface, mixing by

mix in place method with rotovator at OMC and

compacted with vibratory roller 80 to 110 KN

static weight to achieve desire density etc

3 Providing and laying in Position 'NOMINAL MIX' 113.63 Cum. 3346.00

cement concrete using cement sand and crushed

aggregate by machine mix incl. necessary

formworks, centering, scaffolding compaction by

mechanical vibrator curing as directed with all

lead & lift etc. (A) Concrete Grade 1:3:6 and

MSA-40mm (Graded)

4 Providing & Casting in situ controlled cement 198.85 Cum. 5927.69

concrete M-300 mix with Trimix C.C Road laid,

conplast P-211 water reduction admixture @

100ml / bag of cement as directed including

temping, vibrating, finishing, curing and filling in

joints with bitumen etc as per Engineer in

5 Providing and fixing in position FE 500D TMT 4.76 M.T. 73243.02

bar reinforcement including cutting, bending

and tying complete as per detailed drawings. (A)

R.C.C. Kerb. (B) R.C.C. Footpath. (C) R.C.C.

Approach slab. (D) Wearing Coat.

6 Providing and Casting in situ controlled cement 84.38 Cum. 5556.01

concrete M-300 for average 75 mm thick

Wearing Coat laid as directed including

tempering, Vibrating, finishing, curing and filling

in joints with bituminous complete.

7 Providing and laying in Position 'NOMINAL MIX' 19.60 Cum. 3822.00

cement concrete using cement sand and crushed

aggregate by machine mix incl. necessary

formworks, centering, scaffolding compaction by

mechanical vibrator curing as directed with all

lead & lift etc. (A) Concrete Grade 1:2:4 and

MSA-40mm (Graded)

8 Providing, Supplying at site, laying and fixing in 15.00 Rmt. 1792.00

position under ground R.C.C. Hume Pipe of NP-2

class of BIS standard incl. filling the joints with

cement mortar 1:1 with providing necessary

collars etc complete with inclusive of testing

with working pressure and all lift and lift.

(F) 750/800mm Dia.

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

9 Cat Eye / Road Stud / RPM: Supplying of Molded 101.00 Each 326.23

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 4280 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 +/-

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-charge.

10 Road marking with hot applied thermoplastic 90.00 Sqmt. 367.73

paints with reflectorising glass beads on

bitumen 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

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 for the Retro reflectivity should be

11 Village name Sign :-Providing and fixing sign 2.00 Each 6397.44

boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

90x60 cms. rectangular 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 M.O.S.T. Specifications;

3.3mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe 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 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

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

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 & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

I am/we are willing to carry out the work at ____________________ % below/above percent

(Should be written in figures and words) of the estimated rates mentioned above. Amount of

My/Our tender works out as under :-

Estimated Amount Rs. 27,13,137=49 Estimated Amount Rs. 27,13,137=49

Put to Tender Rs. Put to Tender Rs.

Deduct _______% Below Rs. __________ Add _______% Above Rs. __________

Net Rs. Net Rs.

(Rupees in words) ________________________ (Rupees 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-10/2017CementConsumption/16/CDate:11/05/2017as 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.

5. The rates to be quoted by the contractor must be inclusive of all duties, taxes, and other

levies except GST payable by the contractor under the contract.

Signature of Contractor Executive Engineer

Und Irrigation Division