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/ Block NO-1107, 1234 & 1235 (

Old Survey No/ Block NO- 884/2/among 1) on 1L Bifercation 1L Sub Minor Of

Chanvai Distry near Ch. 950.0 mt.

:: Schedule B ::

m d but Unit Item Description Tender Rates Per Amount

figures In Words

Excavation for foundation in all sorts of soil Rupees

CM including yellow, sandy, gravelly soil, soft & hard Eighty One CM

1 39.80 murrum, etc. dry condition including depositing 81.50

the excavated stuff in uniform layers in banks or

as directed etc. complete for lead up to 1.0 Km Paisa

and all lifts. (By machinery)

ITEM NO : 2 Rupees

Providing and filling rubbles including hand One

packing and filling interstices with quarry spalls Thousand

behind abutments and between returns as Eighty Six and

directed. Forty Nine

ITEM NO : 3 Rupees Five

Providing and filling sand Below R.C.C Raft in Hundred Fifty

3 14.00 CM Layers including Ramming and watering 552.22 Two and CM

complete Twenty two

Providing & laying plain/reinforced Nominal

4 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 of Thousand

15.00 CM sump etc. 4380.90 Three Hundred CM

(i) M - 15 Grade Eighty and

(C) Piers, abutment, wingwalls, headwall, Rupees Four

returnwall etc. Thousand Four

(ii) M-15 grade. Hundred

2.00 CM 4499.60 Ninety Nine CM

(C) Piers, abutment, wingwalls, headwall, Rupees Four

returnwall etc. Thousand

9.00 CM (iii) M-20 grade. 4976.90 Nine Hundred CM

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

columns, peirs, abutment and bottom slab Thousand

18.00 CM of sump etc. 4796.10 Seven CM

(ii) M-20 grade. Hundred

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

columns, peirs, abutment and bottom slab of Thousand

sump etc. Eight Hundred

13.00 CM (iii) M - 25 Grade 4844.70 Forty Four and CM

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

pedestals of bearing, stoplog piers, well stainning, Thousand

transition wall etc Seven

9.50 CM 5753.60 Hundred Fifty CM

(iii) M-25 grade.

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

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

10.00 CM top slab of barrel etc. 5206.30 Hundred Six CM

(ii) M-25grade. and Thirty

Item No.-5 Rupees Two

Providing and laying 75mm wearing coat of Hundred

ordinery portland cement concrete M-15 grade Eighty Two

5 79.64 SM 282.30 and Thirty SM

including laying on proper camber, tamping,

screening, finishing, broomung or grooving etc. Paisa

complete for all leds and lifts.

Item No.-6 Rupees Seven

Providing & Placing in position reinforcement Thousand One

6 40.70 Qtl bars including cutting, bending welding joints 7194.00 Hundred Qtl

where necessary, hooking etc, complete as per Ninety Four

drawing for all leads and lifts. (b) TMT

Item No.-7 Rupees Two

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

7 8.00 Rmt 263.70 Three and Rmt

pipes weep holes in abutment, wing wall and

laying training etc. comp. Seventy Paisa

Item No.-8 Rupees

8 58.50 SM White or colour wash in following coats 21.80 Twenty One SM

including scrapping, scaffolding etc.comp. and Eighty

(13-B) For three coats Paisa

Item No.-9 Rupees Three

Providing and laying plain / Reinforced cement Hundred Sixty

concrete lining of 1:2:4 praportion (Nominal mix) Four and Fifty

in bed, side slope and curveture including mixing Paisa

9 115.20 SM transporting, placing, smooth finishing, curing 364.50 SM

including dewatering where required (Manually

With Conventinal Mixer Without Paver)

a) 7.50 cm in Bed & slope (with water curing )

Item No.-10 Rupees Five

Providing G.I. 100 mm diameter water spouts Hundred

10 2.00 Each 536.03 Thirty Six and Each

including necessary iron gratings as per drawing.

Item No.-11 Rupees Five

Taking photography at site before starting the Hundred

work,during execution & after completion of

Rupees Seven lakh seventy six thousand four hundred eighty two rupees and forty seven

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.