Restoration work of CR, HR & VRB Structure of 9L minor at ch 4084 m of Udwada Distry Ex DRBMC

Restoration work of CR, HR & VRB Structure of 9L minor at ch 4084 m of Udwada Distry Ex

Name of Work :-

Estimated Rates

Item according to

but may be Items In figure Unit

No In words estimated

more or Rs. Ps.

Clearing the canal land width including removing

the shrub, bushes, cactus, weeds other

vegetation including cutting down trees upot 0.50 Rupees Fourteen

1 1171.30 mt girth and depositing the removed materials 14.60 And Paise Sixty Sq.mt

outside the canal land width up to lead of 50 Only

meter as directed etc. complete. (Without water

Dismentalling the existing stone masonry

including sorting out and stacking the useful

2 203.09 materials and removing the debries and making 757.40 Cum

Seven And Paise

good the damage etc. complete as directed. (In

Dismentalling the existing foundation concrete

including disposing the dismentalled stuff Rupees One

including sorting out and stacking the useful Thousand One

3 10.09 materials and removing the debries and making 1165.20 Hundred Sixty Cum

good the damage etc. complete as directed. (In Five And Paise

Cement Concrete) Twenty Only

Dismantling the R.C.C. work and disposing off

the stuff including stacking of the useful

materials etc. complete as directed.( Main bar

4 1.41 1747.70 Hundred Forty Cum

upto 16 mm. dia. )

Seven And Paise

Dismantling the R.C.C. work and disposing off

the stuff including stacking of the useful Rupees Two

5 5.64 materials etc. complete as directed.(Heavy 2039.00 Thousand Thirty Cum

Reinforcement ( Main bar above 16 mm. dia. ) Nine Only

Dismantalling the C.C. lining including including

6 1359.30 disposing off the dismentalled materials as 87.00 sqmt

directed etc. complete.

Dismentalling the existing R.C.C.pipes of the Rupees One

following diameter including sorting out and Thousand Two

7 22.50 stacking of the useful materials including refilling 1281.70 Hundred Eighty Rmt

the trenches etc. complete as directed. NP2 One And Paise

1000 mm to 1200 mm dia Seventy Only

Care & Diversion of canal road as directed Rupees Forty

including earthwork, compaction and re- Two Thousand

excavation of earth during construction etc. Two Hundred

completed including providing NP3 pipes of Sixty One And

required diameter as per instruction of EIC and Paise Twenty

diverting the traffic. Eight Only

Estimated Rates

Item according to

but may be Items In figure Unit

No In words estimated

more or Rs. Ps.

Dewatering the foundation trenches during

excavation of canals, drains, foundation

tranches, concrete, masonary etc. till completion

and diversion of surface and sub surface water HP/Hr

9 240.00 45.80 Five And Paise

by using pumps of suitable capacity either diesel s

or electrical driven including cost of labour,

pipelines etc. for delivery distance beyond

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing Rupees Eighty

10 727.70 the excavated stuff in uniform layers in banks or 81.50 One And Paise Cum

as directed etc. complete for lead uo to 1.0 Km Fifty Only

and all lifts. (By machinery)

Supplying and laying trap rubble stone of upto

kg in weight for toe and core filling including Rupees One

conveying and stacking to required line, level, Thousand Fifty

slope section including all leads and lifts. Four And Paise

conveying materials from stacks and laying etc. Sixty Only

Providing and laying Plain/Reinforced cement

concrete of cement, sand and metal (above

12mm & upto 20mm size) in following proportion

laid in situ including centering, shuttering,

12 54.50 4891.30 Hundred Ninety Cum

temping,smooth finishing, curing etc. complete

as directed for all leads and lifts(Manually With

Conventional Mixer) (i) (1:2:4)

Filling in foundation with plumb concrete of Rupees Four

cement sand and metal (up to 5 cm size) in Thousand Six

13 12.50 proportion 1:3:6 including centering, shuttering, 4653.20 Hundred Fifty Cum

temping, smooth finishing curing for all leads and Three And Paise

lift. Twenty Only

Providing & Placing in position reinforcement Rupees Seven

bars including cutting, bending, welding joints Thousand One

where necessary, hooking etc. complete as per Hundred Ninety

drawing for all lead and lifts. (b) TMT Four Only

Providing and fixing in position PVC heavy duty

water stops in barrels, trough, and wing wall with

25 mm wide expension joint as shown in drawing

15 17.10 including filling the joints with asphalt pad or 445.50 Rmt

bitumins or cork board of approved quality (B)

300mm wide PVC water stop.

Providing and laying plain/ reinforced Design Mix

cement concrete of various grade with cement,

sand and coarse aggregates including centering,

shuttering, batching, mixing, transporting, Rupees Five

placing, vibrating, smooth finishing, curing etc. Thousand Seven

16 220.70 complete for all lead and lift.(Batching Plant 5720.10 Hundred Twenty Cum

Based, Excluding dewatering) 8(D) Walls of And Paise Ten

barrels, brestwall, staunching rings, pedestals of Only

bearing, stoplog piers, well staining,

transitionwall,(iii) M-25 grade.

Estimated Rates

Item according to

but may be Items In figure Unit

No In words estimated

more or Rs. Ps.

Providing and laying plain/ reinforced Design Mix

cement concrete of various grade with cement,

sand and coarse aggregates including centering,

shuttering, batching, mixing, transporting,

placing, vibrating, smooth finishing, curing etc.

17 83.70 complete for all lead and lift.(Batching Plant 5226.00 Cum

Based, Excluding dewatering) 8(E) Roadway

slab, approch slab, chute floor slab, kerb, pier

cap, abutment cap, hoisting platform,

top slab of barrel etc.(iii) M-25 grade

Providing and fixing in position (different

diameter) I.S NP3 class reinforced pipe with

caulking the joints with cement mortar 1:1

proportion using jute string soaked in cement

18 7.50 4952.60 Hundred Fifty Rmt

slurry, finishing joints, and laying pipes to the

designed grade and levels, curing etc. complete

for all lead and lifts. NP3 class 1100 mm dia

Providing and filling the polysulphide joint sealant

of the approved make in the expansion and Rupees Five

19 30.40 contraction joints in the c.c. lining including 533.00 Hundred Thirty Rmt

clearing the joints with air water jet.. Three Only

Providing and laying plain / Reinforced cement

concrete lining of 1:2:4 praportion (Nominal mix)

in bed, side slope and curveture including mixing Rupees Three

transporting, placing, smooth finishing, curing Hundred Sixty

including dewatering where required (Manually Four And Paise

With Conventinal Mixer Without Paver ) a)7.5 cm Fifty Only

in Bed & slope (with water curing )

Providing and laying plain/reinforced cement

concrete lining of M 15 (MSA 20 mm) in bed,

side slopes and curvature including batching,

21 21.30 mixing, transporting, placing, vibrating, smooth 512.30 Sq.mt

And Paise Thirty

finishing, curing including dewatering where

required.(MACHINERY BASED ) 10 cm thk

Back filling the foundation trenches around the

Rupees Nineteen

structures etc with selected excavated stuff

22 498.90 19.50 And Paise Fifty Cum

including watering, ramming, compacting etc.

complete. (By Machinery)

Earth work in embankment using soil, soft &

hard murrum excavated from approved borrow

area / village tanks etc. Including breaking clods

23 505.40 119.42 Nineteen And Cum

and dressing to the designed section etc. with

Paise Forty Two

lead upto 2 KM and all lift . ( By JCB-4CX

Compaction of selected soil/hard murrum/soft

murrum in even thickness of 15 to 20 cms Rupees Ten And

including watering rolling of suitable capacity etc. Paise Forty Only

complete as directed.

Estimated Rates

Item according to

but may be Items In figure Unit

No In words estimated

more or Rs. Ps.

Manufacture, supply and erection of vertical gate

considering gate leaf, stiffeners, rubber seal, Rupees Forty

embedded parts as shown in drawings including Five Thousand

cost if materials, fabrication, painting, erection in Four Hundred

position with all accessories second stage Eighty Three And

concreting etc complete as per drawings and Paise Sixty Nine

specifications.Gate Size-1.90X1.25 Only

Manufacture, supply and erection of vertical gate

considering gate leaf, stiffeners, rubber seal, Rupees Forty

embedded parts as shown in drawings including Seven Thousand

cost if materials, fabrication, painting, erection in Seven Hundred

position with all accessories second stage Eighty Three And

concreting etc complete as per drawings and Paise Seventy

specifications.Gate Size - 1.40X1.40 Two Only

Rupees Forty Nine Lakh(s) Fifty Six Thousand Three Hundred Twenty Two And Paise Ninety Two Only

(A)Total tendered amount

Note: the other conditions of schedule - B will ream unchanged.

Contractor shall state own NIL percentage if no reduction is offered

1) All works shall be carried out as per P.W.D. H.B. Vol. (I) & (II) and other specification of the division or as directed

2) All the columns in Schedule should be filled in ink and the total entries in the last column should be struck by the contractor under

3) Rates quoted included clearance of site (Prior commencement of work and at its close) in all respect and hold good under all site

conditions i.e moisture, weather etc.

4) The contractor shall exhibit a board as per Government vernacular No.TNC/1099/24-S dated 18-11-1991 with detail specifications

and details of work and amount involved at site at his own cost as directed by Engineer -in-charge.

Deputy Executive Engineer

Executive Engineer

Signature of the contractor Damanganga Canal Distributary Div. No.