CONSTRUCTING BOX TYPE V.R.B. IN PLACE OF EXISTING DAMAGED V.R.B. AT CH 4572 MT. ON MANEJ DISTRY..

Estimated Rate without Total Amount

Sr.No TOTAL Item Unit

GST Without GST Rs.

In figures In World

Dismantling the existing brick masonry Rs. Seven

including sorting out and stacking the Hundred

useful material and removing the debries Fifty &

1 99.00 and making good the damages etc. complete CM 750.90 Ninety

as directed. In Cement Mortar Paise Only

Dismantling the R.C.C. work and disposing Rs. Two

off the stuff including stacking of the useful Thousand

materials etc. complete as directed.(a) Light Twenty

Reinforcement (Main bar upto 16 mm. dia. ) One &

Excavation for foundation in all sorts of soil Rs. One

including yellow sandy gravelly soils ,soft & Hundred

hard murrum etc. in dry condition Seven &

including depositing the excavated stuff in Eighty

3 344.00 uniform layers in banks or as and where CM 107.80 Paise Only

directed etc. complete for lead up to 500m

and all lift. (BY MACHINERY)Including

Providing & Laying in position "NOMINAL Rs. Three

MIX" cement concrete using cement, sand Thousand

and crushed aggregate by mass and Three

machine mix for C.C./R.C.C work incl. Hundred

necessary formworks centering, scaffolding, Forty Six

compaction by vibrator, curing as directed Only

4 46.00 with all lead & lift etc complete Without CM 3346.00

Dewatering and excluding cost of steel

reinforcement.(a) C. C. Nominal Mix, M-10

Providing & Laying in position "DESIGN Rs. Four

MIX" cement concrete using cement sand Thousand

and crushed aggregate for C.C./ R.C.C work One

by "FLORI" including necessary formwork, Hundred

centering, scaffolding, compaction by Ninety

vibrator, curing as directed with all lead & Only

lift etc complete without dewatering and

excluding the cost of steel reinforcement.(A)

For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course /

Coping / Approach Slab etc.(a) Concrete

grade M-15 and MSA-20 mm

Providing & Laying in position "DESIGN Rs. Four

MIX" cement concrete using cement sand Thousand

and crushed aggregate for C.C./ R.C.C work Six

by "FLORI" including necessary formwork, Hundred

centering, scaffolding, compaction by Fifty One

vibrator, curing as directed with all lead & Only

lift etc complete without dewatering and

excluding the cost of steel reinforcement.(A)

For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course /

Coping / Approach Slab etc.(e) Concrete

grade M-25 and MSA-20 mm

Providing & Laying in position "DESIGN Rs. Four

MIX" cement concrete using cement sand Thousand

and crushed aggregate for C.C./ R.C.C work Four

by "FLORI" including necessary formwork, Hundred

centering, scaffolding, compaction by Fifty Seven

vibrator, curing as directed with all lead & Only

lift etc complete without dewatering and

7 108.00 excluding the cost of steel reinforcement.(B) CM 4457.00

For Pier and Abutments / Wing wall /

Head wall / Return wall etc.(g) Concrete

grade M-15 and MSA-20 mm

Providing & Laying in position "DESIGN Rs. Five

MIX" cement concrete using cement sand Thousand

and crushed aggregate for C.C./ R.C.C work Six

by "FLORI" including necessary formwork, Hundred

centering, scaffolding, compaction by Forty Two

vibrator, curing as directed with all lead & Only

lift etc complete without dewatering and

8 88.00 excluding the cost of steel reinforcement.(E) CM 5642.00

For Column / Beam / Solid Slab of Road

Bridge / Barrel / Cutoff wall etc.(q)

Concrete grade M-25 and MSA-20 mm

Providing & Laying in position "DESIGN Rs. Five

MIX" cement concrete using cement sand Thousand

and crushed aggregate for C.C./ R.C.C work Four

by "FLORI" including necessary formwork, Hundred

centering, scaffolding, compaction by Eighty One

vibrator, curing as directed with all lead & Only

9 20.00 lift etc complete without dewatering and CM 5481.00

excluding the cost of steel reinforcement.(D)

For Kerb / Wearing coat.(n) Concrete grade

M-25 and MSA -10 to 20mm

Providing & Laying in position "DESIGN Rs. Eight

MIX" cement concrete using cement sand Thousand

and crushed aggregate for C.C./ R.C.C work Twenty

by "FLORI" including necessary formwork, Three Only

centering, scaffolding, compaction by

vibrator, curing as directed with all lead &

10 3.00 lift etc complete without dewatering and CM 8023.00

excluding the cost of steel reinforcement.(F)

For Perapet wall of Road Bridge / Structure

(t) Concrete grade M-25 and MSA -10 to

Providing and laying plain/reinforced Rs. Four

cement concrete lining of M 15 (MSA 20 Hundred

mm) in bed, side slopes and curvature Fifteen &

including batching, mixing, transporting, Eighty

placing, vibrating, smooth finishing, curing Paise Only

11 288.80 including dewatering where SM 415.80

required.(MACHINERY BASED by "FLORI" -

WITHOUT PAVER WATER CURING)

10 cm thick lining in Bed / Slope

Providing & Placing in position Rs. Seven

reinforcement bars including cutting, Thousand

bending, welding joints where necessary, One

12 180.20 hooking etc. complete as per drawing for all Qtl 7194.00 Hundred

lead and lifts. Ninety

Providing and fixing in position pre- Rs. One

moulded asphalt or bitumen cork board of Thousand

approved quality and specifications as per Two

design and drawing. Hundred

13 4.95 Rmt. 1286.50 Eighty Six

Providing and laying in position 110 mm dia Rs. Two

(6 kgf/sq cm) P.V.C. Pipe for weep holes Hundred

with non corroding jali in abutments, wing Sixty Two

14 24.80 walls, retaining walls etc. complete. Rmt. 262.50 & Fifty

Providing and fixing 110 mm diameter Rs. Three

P.V.C..Pipe (6 kgf / sqcm) Water spout with Hundred

necessary iron gratting as per design Sixty Nine

Back filling the foundation trenches around Rs. Thirty

the structures etc with selected excavated Six &

16 70.00 stuff including watering, ramming, CM 36.90 Ninety

compacting etc. complete. (By Machinery) Paise Only

Providing temporary all weather and fair Rs. One

weather diversion suitable for traffic during Lac Forty

the construction period of the structure Four

including providing necessary drain Thousand

17 1.00 diversion and all safty measures including No 144100.00 One

red lamps/ signals at night for traffic etc. Hundred

comp. (For VRB 50993 mt.) Only

Total Rs…(Without GST)

Rs. Thirty Seven Lac Ten Thousand Five Hundred Seventy Two & Thirty Nine Paise Only

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

(Should be written in figure and words) of the estimate reates mentioned above.

Amount of my / our tender works out as under.

Estimated amount put Estimated amout put

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

Deduct …………..% Add………………%

below Rs………… Above Rs……………

Net Rs……………….. Total Rs…………….

In words…………………………….. In words………………

Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of

Division or as directed by supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should

be filled in inkand total of entries in last column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing 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 - The meaning of abbreviationss used in units are as under. Hact - Hactare MT - Metric Tonne

Rmt = Running metre

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs.5483.37/M.T. (Rate as per

CGWRD SOR 2023-24

Techanically Checked By me…................

Arithmetically Checked By me….....................

Deputy Executive Engineer Divisional Account Officer

Petlad Irrigation Sub Division Petlad Irrigation Division

Executive Engineer

Petlad Irrigation Division