Renovation to R.C.C. Slab culvert in to R.C.C. box culvert at ch.5500 mt. on Shekhpur drain at village: Sayan, Ta:Olpad, Dist: Surat.

Quantities Estimated Rates

Item of work Unit according to

No. but may In figure

In words estimated

be more Rs. Ps.

1 400.00 Excavation of canal/drain in all 82.40 Rupees M

sorts of soils (including wet and Eighty Two

slushy condition of soil) including And Paise

depositing the excavated stuff in Forty Only

uniform layers in canal banks or

in spoil banks or as and

wheredirected including dressing

the canal section up to lead of

mt. and lift including clearing the

site etc. complete ( By

Machinery for canal / drain

maintenance ) ( up to

cumecs capacity of canal / drain )

2 1079.36 Earthwork in embankment using 67.00 Rupees M

soil, soft & hard murrum Sixty Seven

excavated from approved borrow Only

area/village tanks etc.including

breaking clods, dressing to the

design section with lead up to

1.0 kilometer and all lifts.(By

poclane machinary)

3 20.98 Dismentalling the R.C.C.work & 2039.00 Rupees M

disposing off the stuff including Two

stacking of the useful materials Thousand

etc.completed as directed.(b) Thirty Nine

Heavy Reinforcement (Main bar

above16 mm. dia)

4 7.20 Dismentalling the existing brick 757.40 Rupees M

masnory including sorting out & Seven

stacking of the useful materials Hundred

and removing the debris and Fifty Seven

making good damages etc. And Paise

complete as directed.(b) In FourtyOnly

Quantities Estimated Rates

Item of work Unit according to

No. but may In figure

In words estimated

be more Rs. Ps.

5 17.74 Dismentalling the existing 1165.20 Rupees M

fondation concrete including One

depositing the dismental stuff Thousand

including sorting out & stacking

of the useful materials and Sixty Five

removing the debris and making And Paise

good damages etc. complete as Twenty Only

directed.(b) In cement concrete

6 222.28 Excavation for foundation in all 81.50 Rupees M

sorts of soil including yelloow, Eighty One

sandy,gravelly soil,soft & Hard And Paise

murrum etc. Dry Condition Fifty Only

Including depositing the

excavated stuff in uniform layers

in banks or as directed etc.

complete for lead up to

km.and all lift (by machinery) (A)

Above Water Table

7 15.57 Supplying and laying trap rubble 1067.00 Rupees M

stone of 10 to 30 kg. in weight for One

toe and core filling including Thousand

conveying and stacking to Sixty Seven

required line level, slope section Only

including all leads and lifts,

conveying materials from stacks

and laying etc. complete.

8 16.43 Providing and filling sand below 504.42 Rupees M

R.C.C. raft in layers including

raming and watering complete. Two Only

Quantities Estimated Rates

Item of work Unit according to

No. but may In figure

In words estimated

be more Rs. Ps.

9 12.78 Providing and laying 4380.90 Rupees M

plain/reinforced Design Mix Four

cement concrete of various Thousand

grade with cement, sand and Three

coarse aggregates including Hundred

centering, shuttering, batching, Eight And

mixing, transporting, placing, Paise

vibrating, smooth finishing, Ninety Only

curing etc. complete for all lead

and lift.(Baching Plant

Based,Including dewatering) B )

Raft, Bottom slab of barrel,

footing of columns, piers,

abutments and bottom slab of

sump etc. (i) M-15 grade

10 31.25 Providing and laying 4844.70 Rupees M

plain/reinforced Design Mix Four

cement concrete of various Thousand

grade with cement, sand and Eight

coarse aggregates including Hundred

centering, shuttering, batching, Forty Four

mixing, transporting, placing,

vibrating, smooth finishing,

curing etc. complete for all lead

and lift.(Baching Plant Based,

Including dewatering) ( B ) Raft,

Bottom, slab of barrel, footing of

columns, piers, abutments and

bottom slab. ( iii ) M-25 grade

11 22.50 Providing and laying 5753.60 Rupees M

plain/reinforced Design Mix Five

cement concrete of various Thousand

grade with cement, sand and Seven

coarse aggregates including Hundred

centering, shuttering, batching, Fifty Three

mixing, transporting, placing, And Paise

vibrating, smooth finishing, Sixty Only

curing etc. complete for all lead

and lift.(Baching Plant Based,

Including dewatering) (D) Walls

of barrels, brestwall, staunching

rings, pedestals of bearing,

stoplog piers, well staining,

transitionwall, etc. ( iii ) M-25

Quantities Estimated Rates

Item of work Unit according to

No. but may In figure

In words estimated

be more Rs. Ps.

12 26.72 Providing and laying 5206.30 Rupees M

plain/reinforced Design Mix Five

cement concrete of various Thousand

grade with cement, sand and Two

coarse aggregates including Hundred Six

centering, shuttering, batching, And Paise

mixing, transporting, placing, Thirty Only

vibrating, smooth finishing,

curing etc. complete for all lead

and lift.(Baching Plant Based,

Including dewatering) (E)

Roadway slab, approach slab,

chute floor slab, kerb, pier cap,

abutment cap, hoisting platform,

top slab of barrel etc. ( iii ) M-

13 1.95 Providing and laying 4685.10 Rupees M

plain/reinforced Design Mix Four

cement concrete of various Thousand

grade with cement, sand and Six Hundred

coarse aggregates including Eighty Five

centering, shuttering, batching, And Paise

mixing, transporting, placing, Ten Only

vibrating, smooth finishing,

curing etc. complete for all lead

and lift.(Baching Plant Based,

Including dewatering) (E)

Roadway slab, approach slab,

chute floor slab, kerb, pier cap,

abutment cap, hoisting platform,

top slab of barrel etc. (i)

14 97.12 Providing and laying 4499.60 Rupees M

plain/reinforced Design Mix Four

cement concrete of various Thousand

grade with cement, sand and Four

coarse aggregates including Hundred

centering, shuttering, batching,

mixing, transporting, placing,

vibrating, smooth finishing,

curing etc. complete for all lead

and lift.(Baching Plant Based,

Including dewatering)(C)Piers,

abutment, ingwalls, headwall,

return wall etc. ( ii ) M-15 grade.

Quantities Estimated Rates

Item of work Unit according to

No. but may In figure

In words estimated

be more Rs. Ps.

15 34.91 Providing &Laying in position 361.00 Rupees M

with Automatic Batch mix Plant Three

&Transit Mixer "DESIGN MIX" Hundred

cement concrete using cement Sixty One

sand and crushed aggregate for Only

C.C./ R.C.C work including

necessary formwork, centering,

scaffolding, compaction by

vibrator, curingas directed with

all lead & lift etc complete

without dewatering and

excluding the cost of steel

(G) For Wearing coat 75 mm

thick (r) Concrete grade M-25

and MSA -10 to 20 mm

16 77.09 Providing and placing in position 7194.00 Rupees Qtl.

reinforcement bars including Seven

cutting, bending, welding joints Thousand

where necessary, hooking etc.

complete as per drawing for all Ninety Four

lead and lifts. (b) TMT Only

17 57.60 Providing and fixing 110 mm dia 263.70 Rupees Rmt.

PVC pipe weep holes in Hundred

abutment wing wall and laying And Paise

training etc. complete Only

18 17.280 Providing inverted filter of 8 cm. 146.90 Rupees M

sand and 8 cm. gravel below/ One

behind wall/ pitching including Hundred

laying to correct slopes after Forty Six

necessary trimming of earth

work etc. complete.

19 6.00 Providing G.I. 100mm diameter 536.03 Rupees No.

water spouts including necessary

iron gratings as per drawings. Three Only

Quantities Estimated Rates

Item of work Unit according to

No. but may In figure

In words estimated

be more Rs. Ps.

20 29.25 Supplying of graded stone 306.77 Rupees M

aggregates of following size (

for W.B.M.road) (2) Hand And Paise

broken stone aggregate

mm to 63 mm size.

21 29.25 Spreading the stone aggregate 268.92 Rupees M

for roiling and W.B.M. including Two

filling the interstices to required

camber & gradient. (excluding And

spreading of Blindage)(ii) 40mm PaiseNinety

to 63mm size aggregates (H.B.)

22 1079.36 Compaction of selected soil/hard 69.91 Rupees M

murrum/soft murrum in even Sixty Nine

thickness of 15 to 20 cms And Paise

including watering,temping with Ninety One

suitable hand rammer etc.

complete as directed.

23 400.00 Refilling the excavated trial pits 63.33 Rupees M

and trenches using the And Paise

excavated stuff as directed. Only

24 184.65 Finishing wall with water proofing 60.80 Rupees M

cement paint on wall surfaces Sixty And

(Two coats) to give an approved Paise Eighty

brand and manufacture and of

reqd. shape even shade after

thoroughly brushing the surface

to remove all dirt and remains of

loose powdered materials.

25 16.00 Providing and fixing marble plate 250.60 Rupees 100 M

of 2 cm thickness including

engraving and filling paint for Fifty And

letters as directed. Only

Quantities Estimated Rates

Item of work Unit according to

No. but may In figure

In words estimated

be more Rs. Ps.

26 1.00 Providing & fixing in position sign 1812.60 Rupees No.

board of standard size of 0.60 One

m.x 0.45 m. with M.S. angle Thousand

40mm x 40 mm x 6 mm with 3 Eight

mm thick iron plate including Hundred

fixing in 1:5:10 prop. Concrete Twelve And

block size 40cm x 40 cm x 75 cm Paise Sixty

including painting existing data Only

on the board etc. complete as

Rupees Eighteen Lac Sixty Two Thousand Ninety Five And Paise Seventy Three Only

Quantities Estimated Rates

Item of work Unit according to

No. but may In figure

In words estimated

be more Rs. Ps.

Executive Engineer

Drainage Division No.2

(A) Total Tendered amount Rs. ............................

(B) Rebate on above tendered amount (if any) ........................... % (in fiture) Rs. .............................................

Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as

Note-2 All the columns is 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.

Note-3 Rates quotes 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.