Renovation of Canal Syphon on Hansot Branch Ch.13260 mtr. Ex U.R.B.M.C.

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.13260 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 40.00 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. (b) Paisa Only

In cement concrete.

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

disposing off the stuff including stacking Thousand Seven

3 90.00 of the useful materials etc. complete as 1747.70 Hundred Forty 90

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.

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 as

5 4950.00 and where directed including dressing 72.00 Cu. Mt.

the canal/drain section upto lead of

K.M. and all lift including clearing the

site etc. complete. (By machinery for

canal/drain maintanance ) above

cumecs capacity.

Excavation for foundation in all sorts of

soil including yellow, sandy, gravelly soil,

soft & hard murrum, etc. dry condition Rupees Eighty

6 2002.00 including depositing the excavated stuff in 81.50 One and Fifty Cu. Mt.

uniform layers in banks or as directed etc. Paisa Only

complete for lead uo to 1.0 Km and all

lifts. (By machinery) (a) Above water table.

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.13260 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Supplying and laying trap rubble stone of

10 to 50 kg in weight for toe and core

filling including conveying and stacking to

7 496.00 1079.00 Thousand Seventy Cu. Mt.

required line, level, slope section including

all leads and lifts. Conveying materials

from stacks and laying etc. complete.

Providing and laying local sand in canal

8 124.00 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) 429.00 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

Raft, Bottom slab of barel, footing of

columns, piers, abutment and bottom slab

B(iii) 95.00 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) 492.00 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,

10 323.00 bending, welding joints where necessary, 7194.00 Qntl.

hooking etc. complete as per drawing for

all lead and lifts. (b) TMT

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.13260 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Earthwork in embankment using soil, soft

& hard murrum excavated from approved

borrow area/village tanks etc.including Rupees Sixty

breaking clods, dressing to the design Seven Only

section with lead up to 1.0 kilometer and all

lifts.(By poclane machinary)

Providing and fixing in position 110 mm

12 60.00 dia PVC pipe weep holes in abutment, 263.70 R. Mt.

Three and Seventy

wing wall, and laying training etc. complete

Providing G.I. 100 mm diameter water

13 6.00 spout including necessary iron gratings as 536.03 Nos.

Providing and fixing in position Sign board

of standard size 1.20m x 0.90m with M.S.

angle 40mm x 40mm x 6mm with 3mm

Thousand Eleven

14 1.00 thick iron plate in 1:5:10 proportion 3011.30 No.

and Thirty Paisa

concrete block size 40cm x 40cm x 75 cm

including painting existing data on the

board etc. complete as directed.

Supplying of graded stone aggregates of Rupees Two

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

Hand Broken stone aggregates 40mm to 63 Two and Forty

mm size. Eight Paisa Only

Spreading the stone aggregate for rolling

and W.B.M. including filling the interstices

16 495.00 to required camber and gradient (excluding 249.75 Cu. Mt.

Nine and Seventy

spreading of Blindage)(ii) 40mm to 63mm

Five Paisa Only

size 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 90 Four and Ninety

mm size. Seven Paisa Only

Spreading the stone aggregate for rolling

and W.B.M. including filling the interstices

18 330.00 to required camber and gradient (excluding 249.75 Cu. Mt.

Nine and Seventy

spreading of Blindage)(iii) 25mm to 50mm

Five Paisa Only

size crushed stone

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.13260 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Providing hard murrum/soft murrum on Rupees Four

canal service road including sprading the Hundred Twenty

same dressing the top surface in required Six and Ninety

grade and camber etc. complete. Paisa Only

Compaction of selected soil/hard

murrum/soft murrum in even thickness of Rupees Ten and

15 to 20 cms including watering rolling of Fourty Paisa Only

suitable capacity etc. complete as directed.

Rolling and consolidation of soling

including filling in depression which occur

21 1980.00 22.16 Two and Sixteen Sq. Mt.

during the process, with power roler

tonne to 12 tonne.

Providing gauge plate of following size of

material fibre glass reinforced plastic with Rupees Eight

engraved bands width and figures with Thousand Two

22 6.00 necessary clits and fastenersand fixing the 8265.94 Hundred Sixty Nos.

same at the site of work etc complete Five and Ninety

asdirected For 0.30 mt. x 1.0 mt. gauge Four Paisa Only

Providing and fixing guard stone as per

23 20.00 I.R.C. type design including white washing 349.11 Nos.

Nine and Eleven

etc. complete. (ii) Fixing in C.C. 1:5:10

Providing and fixing marble plate of 2 cm Rupees Two

24 16.00 thickness including engraving and filling 250.60 Hundred Fifty and

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 the so

25 333.00 152.00 Hundred Fifty two Sq. Mt.

painted surface with ready mixed oil paint

to form a gauge strip including scaffolding,

preparing surface etc.complete.

Providing and fixing in position(different

diameter) NP2 R.C.C pipe with collar

including filling and caulking the joints

26 15.00 2148.80 hudred fourty R. Mt.

with cement mortar 1:1 proportion,

eight and eighty

finishing, curing etc. complete for all lead

and lifts. (g) NP2 class 900mm dia pipe.

Name of Work : Renovation of Canal Syphon on Hansot Branch Ch.13260 mtr. Ex U.R.B.M.C..

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Providing videography on the occasion of Rupees One

function or for ongoing construction work Thousand Two

27 1.00 including dubbing, tilting etc. complete 1230.51 Hundred Thirty 4 Hrs.

including cost of cassate/CD. (b) up to 4.0 and Fifty one Paisa

Rupees Ninety Nine Lakh Thirty Two Thousand Six Hundred Twenty One and Eleven Paisa Only.

Deputy Executive Engineer Executive Engineer

Hansot Canal Sub Division U R B C INV. Division

Hansot Ankleshwar