Restoration of Canal Syphon at Ch. 3288 of Udvada Distry ex DRBMC

Name of Work :- Restoration of Canal Syphon at Ch. 3288 of Udvada Distry ex DRBMC

Estimated Rates

Item according to

but may be Items In figure Unit

No In words estimated

more or Rs. Ps.

Dismentalling the existing stone masonry

including sorting out and stacking the useful

1 39.56 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

2 9.60 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

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

following diameter including sorting out and Thousand Two

3 90.00 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

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing Rupees Eighty

4 786.20 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 10 to

30kg in weight for toe and core filling including

conveying and stacking to required line, level,

5 69.60 1067.00 Thousand Sixty Cum

slope section including all leads and lifts.

conveying materials from stacks and laying etc.

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,

6 38.20 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)

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. 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

8 52.00 including filling the joints with asphalt pad or 445.50 Rmt

bitumins or cork board of approved quality.(B)

300mm wide PVC water stop.

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 ordinery

portland cement concrete of various grade with

cement, sand and coarse aggregates including

centering, shuttering, batching, mixing, Rupees Five

transporting, placing, vibrating, smooth finishing, Thousand Seven

9 303.10 curing etc. complete for all lead and 5720.10 Hundred Twenty Cum

lift.(Machinary Based, Excluding dewatering) And Paise Ten

M25 8(D) Walls of barrels, brestwall, Only

staunching rings, pedestals of bearing, stoplog

piers, well staining, transitionwall, etc. (iii) M-25

Providing and laying plain/ reinforced ordinery

portland cement concrete of various grade with

cement, sand and coarse aggregates including

centering, shuttering, batching, mixing,

transporting, placing, vibrating, smooth finishing,

10 100.40 curing etc. complete for all lead and 5226.00 Cum

lift.(Machinary Based, Excluding dewatering)

M25 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

Back filling the foundation trenches around the

Rupees Nineteen

structures etc with selected excavated stuff

11 260.40 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

12 50.00 119.42 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

Providing and laying 230 mm thick pucca rubble

pitching in cement mortar 1:5 proportion with the

Hundred Sixty Six

14 324.00 surface pointed with cement mortar of 1:3 766.70 sqmt

proportion including curing etc. complete for all

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 fixing steel grill over canal syphon

well as directed etc. complete as per drawing.

16 1500.00 63.76 Three And Paise kg

Seventy Six Only

Estimated Rates

Item according to

but may be Items In figure Unit

No In words estimated

more or Rs. Ps.

Care & Diversion of canal/drain road as directed

including earthwork, compaction and re- Rupees Thirty

excavation of earth during construction etc. Nine Thousand

completed including providing NP3 pipes of Five Hundred

required diameter as per instruction of EIC and Ninety Five Only

diverting the traffic.

Rupees Forty Nine Lakh(s) Forty Five Thousand One Hundred Seventy Seven And Paise Twenty Eight 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.