Checkdam

Quantity Description of Item Unit Amount

In Figure In Word

Dewatering the foundation trenches during excavation, laying foundation

concrete, masonry etc. till completion and diversion of surface and Rupees Fifty Two Paise

subsurface water etc. complete as directed.

J.C.B. 4 CX, Rupees One Thousand

40.00 1769.00 Seven hundred Sixty Hour

(RA as per Annexure-7)

Excavation for foundation in overburden in all sorts of soil hard murrum

gravel etc including shoring , strutting and depositing the excavated stuff Rupees One hundred

in regular stacks or layers with lead up to 500 mtr and all lifts. (By Ten Paise Fifty Only

Machinery) (b) INCLUDING DEWATERING

Excavation for foundation below overburden in soft rock including

shorting out & depositing the excavation stuff as and where directed with Rupees Two hundred

lid up to 500 mtr and all lifts . (Machinery ) (b) INCLUDING DEWATERING Thirty Five Only

Excavation for foundation in hard rock including stacking the excavated

stuff in spoil banks & sorting out usable rubble and stacking regularly as Rupees Three hundred

and where directed with lead up to 500 m & all lift. with Rock Drilling & Ninety Seven Only

blasting (By Machinery) (b) INCLUDING DEWATERING

Providing & Laying in position "NOMINAL MIX" cement concrete using

cement, sand and crushed aggregate by mass and machine mix for

C.C./R.C.C work incl. necessary formworks centering, scaffolding, Rupees Three

111.00 compaction by vibrator, curing as directed with all lead & lift etc 3346.00 Thousand Three hundred Cum

complete Without Dewatering and excluding cost of steel reinforcement. Forty Six Only

(A) For Foundation concrete / General purpose (a) C. C. Nominal Mix, M-

10 and MSA-40 mm

Providing & Laying in position "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C work by "FLORI"

including necessary formwork, centering, scaffolding, compaction by

vibrator, curing as directed with all lead & lift etc complete without Rupees Four Thousand

2683.00 dewatering and excluding the cost of steel reinforcement.(B) For Pier and 4344.00 Three hundred Forty Cum

Abutments / Wing wall / Head wall / Return wall / Dowel Wall etc Four Only

(h) Concrete grade M-15 and MSA-40 mm

Providing & Placing in position reinforcement bars including cutting,

bending, welding joints where necessary, hooking etc. complete as per Rupees Eighty Two

drawing for all lead and lifts. TMT / CRS (FE 500 D) Thousand Nineteen Only

Back filling the foundation trenches around the structures etc ,with

Rupees Thirty Six Paise

712.00 selected excavated stuff including watering, ramming,compacting etc. 36.90 Cum

complete. (By Machinery)

Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C. Pipe for Rupees Two hundred

96.00 weep holes with non corroding jali in abutments, wing walls, retaining 262.50 Sixty Two Paise Fifty Rmt

walls etc. complete. Only

Providing and laying inverted filter of specified thickness in two layears

Gravel/Metal, Sand as specified in drawing at the back of abutment, Rupees Five hundred

returns & wing walls etc. complete (Assumining 0.60 m Five Paise Ten Only

thick.,0.30mGravel/Metalfilter& 0.30m. Sand filter)

Providing and laying inverted filter of specified thickness in two layears

Rupees Two hundred

133.00 Gravel/Metal,Sand as specified in drawing at the back of abutment, 252.50 Sqmt

Fifty Two Paise Fifty Only

returns & wing walls etc. complete (Assumining 0.30 m thick.)

Quantity Description of Item Unit Amount

In Figure In Word

Providing and fixing in position P.V.C. heavy duty water stops in barrels,

troughs and wing walls with 25 mm wide expansion joint as shown in Rupees Six hundred

116.25 drawing including filling the joints with asphalt pad or bitumen cork 634.50 Thirty Four Paise Fifty Rmt

board of approved quality. (Asphalt pad or bitumen cork board will be Only

paid seperatly)(b) 300 MM WIDE PVC WATER STOP

Providing and laying Rubbles not weighing less than 40 Kg and 300 mm

Rupees Seven hundred

360.00 in Size in Launching Apron including transporting, laying etc complete as 704.00 Cum

Providing and fixing in position 1.80 m high above finished ground level

canal data boards of standard size 1.20m x 0.90m with M.S. angle 40mm Rupees Three

1.00 x 40mm x 6mm with 3mm thick iron plate in 1:5:10 proportion concrete 3103.00 Thousand One hundred Nos

block size 40cm x 40cm x 75cm including painting existing data on the Three Only

board etc. complete as directed.

Providing and fixing 2.30 m long TMT steel anchor bars of 16 mm dia by

drilling 35 mm dia hole in fouandation including necessary cutting,

Rupees Six hundred

135.00 bending, hoisting bars and grouting the holes with cement slurry etc. 692.90 Ninety Two Paise Ninety No.

complete (1.0 mt. to be inserted Only

below excavated level) as directed.

Providing and supplying mechnically double twisted highly galvanized

with (PVC) Polyvinyl Chloride coating gabions made of mesh size 10 x

cm woven wire (3.00mm dia), tying with lacing wire of dia 2.2mm, as per

ASTM A975-97, size of gabion, including providing and laying stones in Rupees Three

400.00 the gabions and arranging them in a required manner in the section or 3417.00 Thousand Four hundred Nos

such other structure with arranging in required layer thickness and Seventeen Only

arranging gabions , with the crane if required (if required as per drawings

or as directed ) with all material , labour , tools, lead and lift etc. comp.

(A) 1 m x 1 m x 1 m Size (Stone Weight 10 to 40kg)

Rupees One Crore Sixty Two Lakh Fifty Four thousand Seventy Five Only

Deputy Executive Engineer

Hadaf Irrigation Sub Division

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

(percent should be written in figures and words) of the estimated rates mention above.

Amount of my / our tender worksout as under :

Estimated amount * Estimated amount

put to tender Rs. …………… put to tender Rs. …………

deduct ……% below Rs………………. Add …….%above Rs. …………

Net Rs ……………. Net Rs. …………

(Please strike out whichever is not applicable)

Note 1 : All work shall be carried out as per Public Works Department Handbook and other specifications of

Division or directed.

Note 2 : All the columns in schedule should be filled in ink and the total of the entries in the last coulmn

should be struck by the contractor under his signature.

Note 3 : Rates quoted include clearance of site (prior commencement of work and at its close) in all respects

and hold good for work under all conditions, site, moisture, weather etc.

Note 4 : To be continued on additional sheets, if found necessary.