Kakrapar Project

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Name Of Work : Constructing R.C.C. Box Culvert Near Survey No-34 Of Tithl Vilaage On 6 R Sub

Minor Ex Chanvai Distry at Ch.1151 mt. (Deposit Work)

:: Schedule B ::

m but may be Unit Item Description Tender Rates Per Amount

figures In Words

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft Rupees

CM & hard murrum, etc. dry condition including CM

1 34.40 81.50 Eighty One and

depositing the excavated stuff in uniform

layers in banks or as directed etc. complete Fifty Paisa

for lead up to 1.0 Km and all lifts. (By

Providing and filling rubbles including hand Rupees

packing and filling interstices with quarry One Thousand

spalls behind abutments and between returns Eighty Six and

as directed. Forty Nine Paisa

Providing and filling sand Below R.C.C Raft

3 7.00 CM in Layers including Ramming and watering

Providing & laying plain/reinforced

4 Nominal Mix cement concrete of various

grade with cement, sand and coarse

aggregates including cantering,

shuttering, batching, mixing, transporting,

placing, vibrating, smooth finishing,

curing etc. complete for all lead and lift.

(Baching Plant Based, including

(B) Raft, Bottom slab of barrel, footing of Rupees Four

columns, peirs, abutment and bottom slab Thousand Three

11.50 CM of sump etc. 4380.90 Hundred Eighty CM

(i) M - 15 Grade and Ninety Paisa

(C) Piers, abutment, wingwalls, Rupees Four

headwall, returnwall etc. Thousand Four

2.00 CM (ii) M-15 grade.

(C) Piers, abutment, wingwalls, Rupees Four

headwall, returnwall etc. Thousand Nine

12.00 CM (iii) M-20 grade. 4976.90 Hundred Seventy CM

(B) Raft, Bottom slab of barrel, footing Rupees Four

of columns, peirs, abutment and

bottom slab of sump etc. Hundred Ninety

(ii) M-20 grade. Six and Ten Paisa

(B) Raft, Bottom slab of barrel, footing of Rupees Four

columns, peirs, abutment and bottom slab of Thousand Eight

sump etc. Hundred Forty

14.50 CM (iii) M - 25 Grade 4844.70 Four and Seventy CM

(D) Walls of barrels, brestwall, staunching Rupees Five

rings, pedestals of bearing, stoplog piers, Thousand Seven

12.50 CM well stainning, transition wall etc 5753.60 Hundred Fifty CM

(iii) M-25 grade. Three and Sixty

(E) Roadway slab, approch slab, chute floor Rupees Five

slab, kerb, pier cap, abutment cap, hoisting Thousand Two

12.00 CM platform, top slab of barrel etc. 5206.30 Hundred Six and CM

(ii) M-25grade. Thirty Paisa

Item No.-5 Rupees Two

Providing and laying 75mm wearing coat of Hundred Eighty

ordinery portland cement concrete M-15 Two and Thirty

5 66.00 SM 282.30 Paisa SM

grade including laying on proper camber,

tamping, screening, finishing, broomung or

grooving etc. complete for all leds and lifts.

Item No.-6 Rupees Seven

Providing & Placing in position Thousand One

reinforcement bars including cutting, Hundred Ninety

6 42.00 Qtl 7194.00 Four Qtl

bending welding joints where necessary,

hooking etc, complete as per drawing for all

leads and lifts. (b) TMT

Item No.-7 Rupees Two

Providing & Fixing in position 110 mm dia. Hundred Sixty Rm

7 11.00 Rmt 263.70 Three and

PVC pipes weep holes in abutment, wing t

wall and laying training etc. comp. Seventy Paisa

Item No.-8 Rupees

8 76.50 SM White or colour wash in following coats 21.80 Twenty One and SM

including scrapping, scaffolding etc.comp. Eighty Paisa

(13-B) For three coats

Item No.-9 Rupees Three

Providing and laying plain / Reinforced Hundred Sixty

cement concrete lining of 1:2:4 praportion Four and Fifty

(Nominal mix) in bed, side slope and Paisa

9 28.80 SM curveture including mixing transporting, 364.50 SM

placing, smooth finishing, curing including

dewatering where required (Manually With

Conventinal Mixer Without Paver)

a) 7.50 cm in Bed & slope (with water

Item No.-10 Rupees Five

Providing G.I. 100 mm diameter water Hundred Thirty Eac

10 2.00 Each 536.03 Six and Three

spouts including necessary iron gratings as h

per drawing. Paisa

Item No.-11 Rupees Five

Taking photography at site before starting Hundred

the work,during execution & after

completion of work.

Rupees Seven Lakh Forty Eight Thousand Two hundred two rupees and fifty nine paisa

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

be written in figures 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

In words In words

Note:-GST as per prevailing rate shall be paid Extra.