CONSTRUCTION OF NEW RCC BOX TYPE CANAL SYPHONE IN PLACE OF DAMAGED CANAL SYPHON AT 12380 MT. ON JALSAN DISTRY.

Estimated Rate without Total Amount

Sr.No TOTAL Item Unit

GST Without GST Rs.

In figures In World

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

1 2120.00 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

with all lead & lift etc complete Without

2 116.00 Dewatering and excluding cost of steel CM 3346.00

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)

3 119.00 For Footing of column / Abutment / Pier / CM 4190.00

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

5 397.00 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 Five

by "FLORI" including necessary formwork, Hundred

centering, scaffolding, compaction by Thirty

vibrator, curing as directed with all lead & Three &

lift etc complete without dewatering and Fifty Paise

6 26.00 excluding the cost of steel reinforcement.(E) CM 5533.50 Only

For Column / Beam / Solid Slab of Road

Bridge / Barrel / Cutoff wall etc.(o)

Concrete grade M-20 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

7 227.00 excluding the cost of steel reinforcement.For CM 5642.00

Column / Beam / Solid Slab of Road Bridge

/ Barrel / Cutoff wall etc.(c) Concrete grade

M-25 and MSA-20 m

Providing & Placing in position Rs. Seven

reinforcement bars including cutting, Thousand

bending, welding joints where necessary, One

8 366.61 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 Five

design and drawing.(a)25 mm thickness Hundred

9 14.00 Sqmt. 1508.90 Eight &

Providing and fixing in position P.V.C. Rs. Five

heavy duty water stops in barrels, troughs Hundred

and wing walls with 25 mm wide expansion Eighty

joint as shown in drawing including filling Seven &

the joints with asphalt pad or bitumen cork Seventy

10 12.00 board of approved quality. (Asphalt pad or Rmt. 587.70 Paise Only

bitumen cork board will be paid seperatly)

Providing and filling the polysulphide joint Rs. One

sealent of the approved make in the Hundred

expansion and contraction joints in the C.C. Eighty One

lining including clearing the joints with air & Twenty

water jet. Paise Only

Back filling with selected earth including Rs. Thirty

watering, ramming, Compaction with Six &

12 305.00 pnuematic temping with all lead and all lift CM 36.90 Ninety

etc complete Paise Only

Providing and fixing in position 1.80 m Rs. One

high above finished ground level canal data Thousand

boards of standard size 1.20m x 0.90m with Eight

M.S. angle 40mm x 40mm x 6mm with Hundred

3mm thick iron plate in 1:5:10 proportion Seventeen

13 2.00 concrete block size 40cm x 40cm x 75 cm No 1817.00 Only

including painting existing data on the

board etc. complete as directed.

Providing and fixing in position ( different Rs. Six

diameter ) I.S.,NP-3 class reinforced pipe Hundred

with caulking the joints with cement mortar Thirty Five

1:1 proportion,using jute string soaked in & Seventy

cement slurry, finishing joints and laying Paise Only

14 20.00 pipes to the designed grade and levels, Rmt. 635.70

curing etc. complete for all leads and

lifts.NP-3 class 300 mm dia pipe.

Providing and fixing in position ( different Rs. Two

diameter ) I.S.,NP-3 class reinforced pipe Thousand

with caulking the joints with cement mortar Two

1:1 proportion,using jute string soaked in Hundred

cement slurry, finishing joints and laying & Eighty

15 15.00 pipes to the designed grade and levels, Rmt. 2200.80 Paise Only

curing etc. complete for all leads and

lifts.NP-3 class 900 MM dia pipe.

Providing and Placing in position Rs. One

mechanically woven double twisted , Thousand

galvenized without PVC coating "GABIONS" Eight

made of mesh size 10 X 12 cm with Mesh Hundred

wire diameter 3.0 mm, including proving Forty Nine

and lying stones with least dimention of Only

200mm and tying with lacing wire of

diameter 2.2mm and arranging the same as

16 869.00 instructed or as per drawing at the No 1849.00

locations/ structures etc including dressing

the slope , minor earth fill with all lead and

lift etc complate (b) 1.00 m x 1.00 m x

m size (stone weight between 10kg to 40kg)

Dismantling the existing brick masonry Rs. Seven

including sorting out and stacking the Hundred

useful material and removing the debris Fifty &

17 179.00 and making good the damages etc. complete CM 750.90 Ninety

as directed. In Cement Mortar Paise Only

Dismantling the existing foundation Rs. One

concrete including sorting out the Thousand

dismentalled stuff and stacking the useful One

material, removing the debris and making Hundred

18 8.00 good the damages etc. complete as and CM 1155.20 Fifty Five &

where directed. Cement Concrete Twenty

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

including sorting out and stacking of the Thousand

useful materials of the following diameters Two

including refilling the trenches etc. Hundred

19 50.00 complete as directed.-NP_2 pipes Rmt. 1270.70 Seventy &

1000 mm. to 1200 mm. Seventy

Total Rs…(Without GST)

Rs. Eighty Nine Lac Ninety Thousand Eight Hundred Seventy & Seventy Four 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