Renovation of Canal Syphon on Hansot Branch Ch.14235mtr. Ex U.R.B.M.C.

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.14235 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Dismentalling the existing stone

masonry including sorting out and Rupees Seven

stacking the useful materials and Hundred Fifty

removing the debries and making good Seven and Forty

the damage etc. complete as directed.(b) Paisa Only

In cement mortar.

Dismentalling the existing foundation

concrete including disposing the Rupees One

dismentalled stuff including sorting out Thousand One

2 83.00 and stacking the useful materials and 1165.20 Hundred Sixty Cu. Mt.

removing the debries and making good Five and Twenty

the damage etc. complete as directed. Paisa Only

(b) In cement concrete.

Dismentalling the R.C.C. work & Rupees One

disposing off the stuff including stacking Thousand Seven

3 19.00 of the useful materials etc. complete as 1747.70 Hundred Forty 19

directed. (a) Light reinforcement. ( Main Seven and Seventy

bar up to 16 mm dia. ) Paisa Only

Dismentalling the existing R.C.C. pipes of

the following diameter including sorting Rupees Eight

out and stacking of the useful materials Hundred Seventy

including refilling the trenches etc. Three and Ninety

complete as directed. (NP-2 pipes) (c) Paisa Only

650 mm to 900 mm dia.

Dismentalling the existing R.C.C. pipes of

the following diameter including sorting

out and stacking of the useful materials

5 25.00 1281.70 hundred Eighty R. Mt.

including refilling the trenches etc.

One and seventy

complete as directed. (NP-2 pipes) (d)

900 mm to 1200 mm dia.

Dewatering the foundation trenches

during excavation of canals, drains,

foundation tranches, concrete,

masonary etc till completion & diversion Rupees Fourty

6 400.00 of surface & sub surface water by using 45.80 five and Eighty HP/Hr.

pumps of suitable capacity either diesel Paisa Only

or electrical driven including cost of

labour pipelines etc for delivery

distance beyond 50 mt.

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.14235 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Excavation of canal/drains in all sorts of

soils (including wet and slushy condition

of soil) including depositing the

excavated stuff in uniform layers in

canal/Drain banks or in spoil banks or

7 3805.00 as and where directed including 72.00 Cu. Mt.

dressing the canal/drain section upto

lead of 1.0 K.M. and all lift including

clearing the site etc. complete. (By

machinery for canal/drain maintanance

) above 1.5 cumecs capacity.

Excavation for foundation in all sorts of

soil including yellow, sandy, gravelly

soil, soft & hard murrum, etc. dry

Rupees Eighty one

condition including depositing the

8 1974.00 81.50 and fifty paisa Cu. Mt.

excavated stuff in uniform layers in

banks or as directed etc. complete for

lead uo to 1.0 Km and all lifts. (By

machinery) (a) Above water table.

Supplying and laying trap rubble stone

of 10 to 50 kg in weight for toe and core

filling including conveying and stacking Rupees One

9 444.00 to required line, level, slope section 1079.00 Thousand Seventy Cu. Mt.

including all leads and lifts. Conveying Nine Only

materials from stacks and laying etc.

Providing and laying local sand in canal

10 111.00 section before laying R.C.C. Trough for 549.40 Cu. Mt.

lead up to 10.0 K.M. and all lifts.

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.

complete for all lead and lift.(Baching

Plant Based, Including dewatering)

Raft, Bottom slab of barel, footing of

columns, piers, abutment and bottom slab

B(i) 423.00 4380.90 Hundred Eighty Cu. Mt.

of sump etc. (Grade M-15 and MSA-20

and Ninety Paisa

Walls of barrels, brestwall, staunching Rupees Five

rings, pedestals of bearing, stoplog piers, Thousand Two

well staining, transitionwall, etc. (Grade M- Hundred Twenty

15 and MSA-20 mm) Eight Only

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.14235 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Raft, Bottom slab of barel, footing of

columns, piers, abutment and bottom slab

B(iii) 83.00 4844.70 Hundred Forty Cu. Mt.

of sump etc. (Grade M-25 and MSA-20

Four and Seventy

Walls of barrels, brestwall, staunching

rings, pedestals of bearing, stoplog piers,

D(iii) 489.00 5753.60 Hundred Fifty Cu. Mt.

well staining, transitionwall, etc. (Grade M-

Three and Sixty

25 and MSA-20 mm)

Roadway slab, approch slab, chute floor Rupees Five

slab, kerb, pier cap, abutment cap, hoisting Thousand Two

platform, top slab of barrel etc. (Grade M- Hundred Six and

25 and MSA-20 mm) Thirty Paisa Only

Providing & Placing in position

reinforcement bars including cutting,

12 289.00 bending, welding joints where 7194.00 Qntl.

necessary, hooking etc. complete as per

drawing for all lead and lifts. (b) TMT

Earthwork in embankment using soil,

soft & hard murrum excavated from

approved borrow area/village tanks

13 1668.00 etc.including breaking clods, dressing to 67.00 Cu. Mt.

the design section with lead up to

kilometer and all lifts.(By poclane

Providing and fixing in position 110 mm Rupees Two

dia PVC pipe weep holes in abutment, Hundred Sixty

wing wall, and laying training etc. Three and Seventy

complete Paisa Only

Providing G.I. 100 mm diameter water

15 6.00 spout including necessary iron gratings 536.03 Nos.

as per drawings.

Providing and fixing in position Sign

board of standard size 1.20m x 0.90m

with M.S. angle 40mm x 40mm x 6mm Rupees Three

with 3mm thick iron plate in 1:5:10 Thousand Eleven

proportion concrete block size 40cm x and Thirty Paisa

40cm x 75 cm including painting Only

existing data on the board etc. complete

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.14235 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Supplying of graded stone aggregates of Rupees Two

following sizes ( for W.B.M. road ) (2) Hundred Sixty

Hand Broken stone aggregates 40mm to Two and Forty

63 mm size. Eight Paisa Only

Spreading the stone aggregate for

rolling and W.B.M. including filling the Rupees Two

interstices to required camber and Hundred Forty

gradient (excluding spreading of Nine and Seventy

Blindage)(ii) 40mm to 63mm size Five Paisa Only

aggreagates (H.B.)

Supplying of graded stone aggregates of Rupees Two

following sizes ( for W.B.M. road ) (1) Hundred Forty

Hand Broken stone aggregates 25mm to Four and Ninety

90 mm size. Seven Paisa Only

Spreading the stone aggregate for

rolling and W.B.M. including filling the Rupees Two

interstices to required camber and Hundred Forty

gradient (excluding spreading of Nine and Seventy

Blindage)(iii) 25mm to 50mm size Five Paisa Only

Providing hard murrum/soft murrum

on canal service road including sprading

21 151.25 the same dressing the top surface in 426.90 Cu. Mt.

required grade and camber etc.

Compaction of selected soil/hard

murrum/soft murrum in even thickness

22 1819.25 of 15 to 20 cms including watering 10.40 Cu. Mt.

Fourty Paisa Only

rolling of suitable capacity etc. complete

Rolling and consolidation of soling

including filling in depression which

23 1650.00 22.16 Two and Sixteen Sq. Mt.

occur during the process, with power

roler 8 tonne to 12 tonne.

Providing gauge plate of following size

of material fibre glass reinforced plastic Rupees Eight

with engraved bands width and figures Thousand Two

24 6.00 with necessary clits and fastenersand 8265.94 Hundred Sixty Nos.

fixing the same at the site of work etc Five and Ninety

complete asdirected For 0.30 mt. x 1.0 Four Paisa Only

mt. gauge patti.

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.14235 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Providing and fixing guard stone as per Rupees Three

I.R.C. type design including white Hundred Forty

washing etc. complete. (ii) Fixing in C.C. Nine and Eleven

1:5:10 Paisa Only

Providing and fixing marble plate of 2 Rupees Two

26 16.00 cm thickness including engraving and 250.60 Hundred Fifty and

filling paint for letters as directed. Sixty Paisa Only

Providing and applying ready mixed oil

paint of approved quality after scraping

the old surface in two coats and figuring Rupees One

27 745.00 the so painted surface with ready mixed 152.00 Hundred Fifty two Sq. Mt.

oil paint to form a gauge strip including Only

scaffolding, preparing surface

Providing and fixing in position

(different diameter) I.S NP3 class

reinforced pipe with caulking the joints Rupees Two

with cement mortar 1:1 proportion thousand one

28 20.00 using jute string soaked in cement 2665.00 hudred fourty R. Mt.

slurry, finishing joints, and laying pipes eight and eighty

to the designed grade and levels, curing Paisa Only

etc. complete for all lead and lifts.

(d) NP3 class 750mm dia pipe.

Providing videography on the occasion Rupees One

of function or for ongoing construction Thousand Two

29 1.00 work including dubbing, tilting etc. 1230.51 Hundred Thirty 4 Hrs.

complete including cost of cassate/CD. and Fifty one

(b) up to 4.0 hrs. Paisa Only

Rupees Ninety Four Lakh Eighty Seven Thousand Three Hundred Eight and Fifty nine Paisa Only.

Deputy Executive Engineer Executive Engineer

Hansot Canal Sub Division U R B C INV. Division

Hansot Ankleshwar