CONSTRUCTING BOX TYPE DRAINAGE SYPHONE IN PLACE OF DAMAGED DRAINAGE SYPHON AT CH.7300 MT. ON MANEJ DISTRY.

Bill Of Quantities

Name of work :- Constructing Box type Drainage syphone in place of Damaged drainage

syphon at ch.7300 mt. on Manej Distry.

Estimated Rate without Total Amount

Estimated Rate without Total Amount

Sr.No Quntity Item Unit

GST Without GST Rs.

In figures In World

Dismantling the existing brick Rs. Seven

masonry including sorting out and Hundred

stacking the useful material and Fifty &

1 8.60 removing the debris and making good CM 750.90 Ninety Paise

the damages etc. complete as directed. Only

In Cement Mortar

Dismantling the existing R.C.C. Pipes Rs. Eight

including sorting out and stacking of Hundred

the useful materials of the following Sixty Six &

diameters including refilling the Forty Paise

trenches etc. complete as Only

directed.NP_2 pipes 600 mm. to

Dismantling the C.C. lining including Rs. Twenty

including disposing off the Nine & Eighty

3 68.80 dismentalled materials as directed etc. SM 29.80 Paise Only

complete.(a)7.50 cm thick

Excavation for foundation in all sorts Rs. One

of soil including yellow sandy gravelly Hundred

soils ,soft & hard murrum etc. in dry Seven &

condition including depositing the Eighty Paise

excavated stuff in uniform layers in Only

4 477.40 banks or as and where directed etc. CM 107.80

complete for lead up to 500m and all

lift. (BY MACHINERY)(a)Including

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

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 Rs. Four

5.a 85.10 CM 4190.00 One Hundred

(e) Concrete grade M-25 and MSA-20 Rs. Four

mm Thousand Six

5.b 32.70 CM 4651.00 Hundred

(B) For Pier and Abutments / Wing

wall / Head wall / Return wall etc.

(g) Concrete grade M-15 and MSA-20 Rs. Four

5.c 26.50 CM 4457.00 Hundred

(E) For Column / Beam / Solid Slab

of Road Bridge / Barrel / Cutoff wall

(q) C. C. Design Mix , M-25 and MSA- Rs. Five

20 mm Thousand Six

5.d 50.30 CM 5642.00 Hundred

Providing & Placing in position Rs. Seven

reinforcement bars including cutting, Thousand

bending, welding joints where One Hundred

6 78.270 necessary, hooking etc. complete as Qtl 7194.00 Ninety Four

per drawing for all lead and lifts.A)TMT Only

/ CRS (FE 500 D)

Providing and laying in position 110 Rs. Two

mm dia (6 kgf/sq cm) P.V.C. Pipe for Hundred

weep holes with non corroding jali in Sixty Two &

7 2.30 abutments, wing walls, retaining walls RM 262.50 Fifty Paise

etc. complete. Only

Providing rubble and sand layer Rs. One

including supplying of rubble & coarse Thousand

clean sharp sand at site including One Hundred

spreading rubble & coarse sand Fifty Five &

materials in 25 cm layer including Ninety Paise

filling in the gaps in rubble, and Only

8 55.70 levelling etc.complete as directed (80% CM 1155.90

rubble & 20% coarse sand) including

consolidation, watering etc. complete.

Backfilling the foundation trenches Rs. Thirty Six

around the structures etc with selected & Ninety

excavated stuff including watering, Paise Only

9 231.000 ramming, compacting etc. complete. CM 36.90

Providing and laying plain/reinforced Rs. Three

cement concrete lining of M 15 (MSA Hundred

20 mm) in bed, side slopes and Twenty Seven

curvature including batching, mixing, & Ninety

transporting, placing, vibrating, Paise Only

smooth finishing, curing including

10 258.80 dewatering where SM 327.90

required.(MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER

CURING)7.5 cm thick lining in Bed /

Total Rs…(Without GST)

Rs. Eighteen Lac Seventy Three Thousand Nine Hundred Twenty One & Sixty Eight 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, CM - Cubic Meter SM - Square Meter RMT -

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs. 6562.13/M.T. (Rate as per

CGWRD SOR 2022-23)

Deputy Executive Engineer Divisional Account Officer

Petlad Irrigation Sub Division Petlad Irrigation Division

Executive Engineer

Petlad Irrigation Division