Sujlam Suflam Yojana

BILL OF QUANTITIES

: : SCHEDULE - B : :

Name of Work :- Construction of Step type Canal Inlet Structure at Ch. 116.300 km of Sujlam Suflam Spreading

MEMORANDUM SHOWINGTHE DETAILS OF ITEM OF WORKS TO BE CARRIED OUT

Item Estimated Unit Item of works Estimated Rates in Rs. AMOUNT

In figure In words Rs - Ps

1 928.00 C.M. Excavation for foundation in all sorts of soil including yellow 102.40 Rupees One

sandy gravelly soils ,soft & hard murrum etc. in dry condition Hundred Two and

including depositing the excavated stuff in uniform layers in banks Forty Paise

or as and where directed etc. complete for lead up to 500m and all

lift. (BY MACHINERY)

Excluding dewatering.

2 284.00 C.M. Providing & Laying in position "NOMINAL MIX" cement 3346.00 Rupees Three

concrete using cement, sand and crushed aggregate by mass and Thousand Three

machine mix for C.C./R.C.C work incl. necessary formworks Hundred Forty Six

centering, scaffolding, compaction by vibrator, curing as directed Only

with all lead & lift etc complete Without Dewatering and

excluding cost of steel reinforcement. For foundation concrete/

general purpose(a) C. C. Nominal Mix, M-10 and MSA-40 mm

3 16.00 M.T. Providing & Placing in position reinforcement bars including 82019.00 Rupees Eighty

cutting, bending, welding joints where necessary, hooking etc. Two Thousand

complete as per drawing for all lead and lifts. Nineteen Only

TMT / CRS (FE 500 D)

4 285.00 C.M. Providing & Laying in position "NOMINAL MIX" cement 4296.00 Rupees Four

concrete using cement, sand and crushed aggregate by mass and Thousand Two

machine mix for C.C./R.C.C work incl. necessary formworks Hundred Ninety

centering, scaffolding, compaction by vibrator, curing as directed Six Only

with all lead & lift etc complete Without Dewatering and

excluding cost of steel reinforcement. (f) C. C. Nominal Mix, M-

20 and MSA-20 mm

5 270.00 SMT Providing panel pitching having panels of 3.0 m x 3.0 m of U.C.R. 987.10 Rupees Nine

masonry in cement mortar 1:5, 0.45 m wide and 0.60m deep Hundred Eighty

around panels including filling panels with dry rubble 0.45 m thick Seven and Ten

and filling the voids with earth as directed. Paise

6 60.00 Meter Providing and laying in position 110 mm dia (6 kgf/sq cm) P.V.C. 262.50 Rupees Two

Pipe for weep holes with non corroding jali in abutments, wing Hundred Sixty

walls, retaining walls etc. complete. Two and Fifty

7 128.00 C.M. Backfilling the foundation trenches around the structures etc with 36.90 Rupees Thirty Six

selected excavated stuff including watering, ramming, compacting and Ninety Paise

etc. complete. (By Machinery)

8 120.00 Meter Providing and fixing in position P.V.C. heavy duty water stops in 587.70 Rupees Five

barrels, troughs and wing walls with 25 mm wide expansion joint Hundred Eighty

as shown in drawing including filling the joints with asphalt pad or Seven and Seventy

bitumen cork board of approved quality. (Asphalt pad or bitumen Paise

cork board will be paid separately)

9 50.00 Meter Carrying out Sub soil investigation for Soil Bearing Capacity test 8221.50 Rupees Eight

with machine drilling of bore holes at specified location including Thousand Two

collection of samples, laboratory testing, submitting report Hundred Twenty

including transport and others. (Unit Rate carried out for 10 m. One and Fifty

depth of Bore) Paise

Total Amount - Rs

Total Amount - Rs

Total Amount in Words Rupees Forty-Three Lakh Fifty Thousand Five Hundred Forty-Four and Paisa Forty only

Total Amount in Words Rupees Forty-Three Lakh Fifty Thousand Five Hundred Forty-Four and Paisa Forty only

NOTE 1: All work shall be carried out as per Public Works Department Handbook and other specifications of division or as directed.

NOTE 2: All the columns in schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature. Site,

moisture, weather etc.

NOTE 3: Rates quoted include clearance of site (Prior to commencement of work and at tis close) in all respects and hold good for work under all conditions,

NOTE 4: To be on additional sheets, if found necessary

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 Rs. 4350544.40 Estimated amount put to tender Rs.

Deduct ……… % below Rs. Add ……… % Above Rs.

Net Rs. Net Rs.

In words In words

Deputy Executive Engineer Divisional Accountant Executive Engineer

Suj. Suf. Sp. Canal Sub Dn. No. 1 Suj. Suf. Sp. Ch. Dn. No. 1 Suj. Suf. Sp. Ch. Dn. No.

Signature of the Contractor Talod Himatnagar Himatnagar