Sujlam Suflam Yojana

BILL OF QUANTITIES

: : SCHEDULE - B : :

Name of Work :- Constructing Foot-Bridge at Ch. 96.685 Km of Sujlam Suflam Spreading Canal.

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 1104.00 cmt Item No. 1 :: 107.80 Rupees One

Excavation for foundation in all sorts of soil including yellow sandy Hundred Seven and

gravelly soils ,soft & hard murrum etc. in dry condition including Eighty Paise

depositing the excavated stuff in uniform layers in banks or as and

where directed etc. complete for lead up to 500m and all lift. (BY

Including dewatering.

2 72.00 cmt Item No. 2 :: 249.20 Rupees Two

Excavation for foundation in Soft Rock including depositing the Hundred Forty

excavated stuff as and where directed etc. complete for lead upto Nine and Twenty

500m and all lift. (Machinery) Paise

Including dewatering.

3 7.50 cmt Item No. 3 :: 382.90 Rupees Three

Excavation for foundation in Hard Rock including blasting and Hundred Eighty

chiseling if necessary sorting out and stacking separately the usable Two and Ninety

rubble, depositing the excavated stuff as and directed including Paise

backfilling trenches with suitable excavated stuff etc. complete for

lead upto 500 m. and all lifts. (Machinery)

Including dewatering.

4 255.00 cmt Item No. 4 :: 144.50 Rupees One

Earthwork/Back filling with selected earth including watering Hundred Forty

ramming,Compaction with pnuematic temping with all lead and all Four and Fifty

lift etc complete. Paise

5 6.50 cmt Item No. 5 :: 3935.00 Rupees Three

Providing & Laying in position "NOMINAL MIX" cement concrete Thousand Nine

using cement, sand and crushed aggregate by mass and machine Hundred Thirty

mix for C.C./R.C.C work incl. necessary formworks centering, Five and Zero

scaffolding, compaction by vibrator, curing as directed with all lead Paise

& lift etc complete Without Dewatering and excluding cost of steel

(c) C. C. Nominal Mix, M-15 and MSA-20 mm

6 42.00 cmt Item No. 6 :: 4480.00 Rupees Four

Providing & Laying in position "DESIGN MIX" cement concrete Thousand Four

using cement sand and crushed aggregate for C.C./ R.C.C work by Hundred Eighty

"FLORI" including necessary formwork, centering, scaffolding, and Zero Paise

compaction by vibrator, curing as directed with all lead & lift etc

complete without dewatering and excluding the cost of steel

(A) For Footing of column / Abutment / Pier / Bottom slab of barrel

/ Plinth course / Coping / Approach Slab etc.

(f) Concrete grade M-25 and MSA-40 mm

7 7.64 M.T. Item No. 7 :: 82019.00 Rupees Eighty

Providing & Placing in position reinforcement bars including Two Thousand

cutting, bending, welding joints where necessary, hooking etc. Nineteen and Zero

complete as per drawing for all lead and lifts. Paise

8 620.00 Sq.Mt Item No. 8 :: 752.70 Rupees Seven

. Providing and laying plain/reinforced cement concrete lining of M Hundred Fifty Two

15 (MSA 20 mm) in bed, side slopes and curvature including and Seventy Paise

batching, mixing, transporting, placing, vibrating, smooth finishing,

curing including dewatering where required.(MACHINERY

BASED by "FLORI" - WITHOUT PAVER WATER CURING)

20 cm thick lining in Bed / Slope

9 10.21 M.T. Item No. 9 :: 127815.00 Rupees One Lakh

Fabricating supplying and erecting steel truss including Twenty Seven

walkway platform fitting of chequered plate, railling etc. Thousand Eight

complete including cost of materials, fabrication cutting, Hundred Fifteen

welding etc. and painting with one primer coat and two costs and Zero Paise

of anticorrosive paint etc. comp. as per drawing and

specification.Gate size 30' x 20'(9.144m. x 6.1m.)

10 15.00 Sq.Mt Item No. 10 :: 235.40 Rupees Two

. Providing inspection steps while lining along the canal slopes Hundred Thirty

as per drawing etc. complete as directed. (0.30x0.20x0.75m) Five and Forty

11 92.50 Sq.Mt Item No. 11 :: 339.80 Rupees Three

. Providing and laying dry rubble pitching of various thickness Hundred Thirty

to required grade including trimming of earth work, hand Nine and Eighty

packing the interstices with spauls, filling earth in interstices Paise

panelling complete for all leads and lifts.

Total Amount - Rs

Total Amount - Rs

Total Amount in Words Twenty Eight Lakh Twenty Three Thousand Six Hundred Sixty Three and Paisa Sixteen only

Total Amount in Words Twenty Eight Lakh Twenty Three Thousand Six Hundred Sixty Three and Paisa Sixteen 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. 2823663.16 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. 3/1 Suj. Suf. Sp. Ch. Dn. No. 1 Suj. Suf. Sp. Ch. Dn. No.

Signature of the Contractor Bayad Himatnagar Himatnagar