Constructing RCC box culvert at Ch. 12260 mt. on Hansot Branch Canal.

Name of Work : Constructing RCC box culvert at Ch. 12260 mt. on Hansot Branch Canal.

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Clearing the borrow area including thin

jungle cutting and removing trees upto 0.5m

1 2.00 2887.99 Hundred Eighty Ha

girth, bushes, shrubs etc. complete. (Without

Seven and Ninety

Nine Paisa Only

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 banks or in spoil

Rupees Eighty Two

banks or as and where directed including

2 390.00 82.40 and Forty Paisa Cu. Mt.

dressing the canal section upto lead of

meter and all lift including clearing the site

etc. complete (By machinery for canal/drain

maintanance) (upto 1.5 cumecs capacity of

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft &

hard murrum, etc. dry condition including Rupees Eighty One

3 1084.60 depositing the excavated stuff in uniform 81.50 and Fifty Paisa Cu. Mt.

layers in banks or as directed etc. complete Only

for lead uo to 1.0 Km and all lifts. (By

machinery) (A) Above Water Table

Supplying and laying trap rubble stone of

upto 10 kg in weight for toe and core filling Rupees One

including conveying and stacking to required Thousand Fifty

line, level, slope section including all leads an Four and Sixty

dlifts. conveying materials from stacks and Paisa Only

laying etc. complete.

Providing and laying local sand in canal

5 128.20 section before laying R.C.C. trough for lead 549.40 Cu. Mt.

upto 10.00 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

Name of Work : Constructing RCC box culvert at Ch. 12260 mt. on Hansot Branch Canal.

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

(A) 82.90 (A) Foundation M-10 Grade 3836.00 Cu. Mt.

Hundred Thirty Six

(B) Raft, Bottoms lab of barel, footing of

columns, piers, abutment and bottom slab of

(B) (i) 136.60 4380.90 Hundred Eighty Cu. Mt.

and Ninety Paisa

(B) Raft, Bottom slab of barel, footing of Rupees Four

columns,piers, abutment and bottom slab of Thousand Seven

sump etc. Hundred Ninety Six

(ii) M-20 Grade and Ten Paisa Only

(B) Raft, Bottom slab of barel, footing of

columns,piers, abutment and bottom slab of

(B) (iii) 62.90 4844.70 Hundred Forty Four Cu. Mt.

and Seventy Paisa

(iii) M-25 Grade

(D) Walls of barrels, brestwall, staunching Rupees Five

rings, pedestals of bearing, stoplog piers, well Thousand Two

staining, transition wall, etc. Hundred Twenty

(i) M-15 Grade Eight Only

(D) Walls of barrels, brestwall, staunching

rings, pedestals of bearing, stoplog piers, well

(D) (iii) 50.80 5753.60 Hundred Fifty Cu. Mt.

staining, transition wall, etc.

Three and Sixty

(iii) M-25 Grade

(E) Roadway slab, approch salb, chute floor

slab, kerb, piercap, abutment cap, hoisting

(E) (i) 72.50 4685.10 Hundred Eighty Cu. Mt.

platform, top slab of barrel etc.

Five and Ten Paisa

(E) Roadway slab, approch salb, chute floor Rupees Five

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

platform, top slab of barrel etc. Hundred Six and

(iii) M-25 Grade Thirty Paisa Only

(F) Top slab of bridge with main and cross

(F) (iii) 43.50 girder of bridge etc. 5905.80 Cu. Mt.

Hundred Five and

(iii) M-25 Grade

Eighty Paisa Only

Name of Work : Constructing RCC box culvert at Ch. 12260 mt. on Hansot Branch Canal.

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Providing and placing in position

reinforcement bars including cutting, bending

7 218.40 welding, joints where necessary, hooking etc. 7194.00 Qtl.

complete as per drawing for all lead and lifts.

Earthwork in embankment using soil, soft &

hard murrum excavated from approved

borrow area/village tanks etc. including Rupees Sixty Seven

breaking clods, dressing to the design section Only

with lead upto 1.0 kilometer and all lifts. (By

poclane machinary)

Providing and laying plain / reinforced

cement concrete lining of M-15 grade in bed, Rupees Three

side slopes and curvature including batching, Hundred Ninety

mixing, transporting placing, smooth Nine and Sixty

finishing, curing including dewatering where Paisa Only

required. ( machinary based without Paver).

Providing and fixing in position PVC heavy

duty water stops in barrels, trough, and wing

wall with 25 mm wide expension joint as

10 60.60 shown in drawing including filling the joints 384.90 Mt.

Four and Ninety

with asphalt pad or bitumins or cork board of

approved quality.

(A) 225 mm wide PVC water stop.

Providing and fixing in position 110 mm dia

11 60.00 PVC pipe weep holes in abutment, wingwall, 263.70 Mt.

Three and Seventy

and laying training etc. complete.

Provding P.V.C. 100 mm diameter water

Hundred Fifty Nine

12 12.00 spouts including necessary iron gratings as 159.37 No.

and Thirty Seven

Name of Work : Constructing RCC box culvert at Ch. 12260 mt. on Hansot Branch Canal.

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Back filling the foundation trenches around

Rupees Nineteen

the structures etc. with selected excavated

13 307.50 19.50 and Fifty Paisa Cu. Mt.

stuff including watering, ramming,

compacting etc. complete.(By machinary)

Finishing wall with water proofing cement

paint of on wall surfaces (Two coats) to give

Rupees Fifty Eight

an approved brand and manufacture and of

14 316.40 58.07 and Seven Paisa Sq. Mt.

required shape even shade after thoroughly

brushing the surface to remove all dirt and

remains of loose powered materials.

Suppliying of graded stone aggregate of

Hundred Sixty Two

15 433.00 following sizes (for W.B.M. Road)(2) Hand 262.48 Cu. Mt.

and Forty Eight

broken stone aggregate 40 mm to 63 mm size.

Suppliying of graded stone aggregate of

16 433.00 following sizes (for W.B.M. Road) (1) Hand 244.98 Cu. Mt.

Nine and Seventy

broken stone aggregate 25 mm to 90 mm size.

Five Paisa Only

Spreading the stone aggregate for rolling and

W.B.M. including filling the interstices to

17 433.00 required camber and gradient (excluding 249.75 Cu. Mt.

Nine and Seventy

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

Five Paisa Only

size aggreagates (H.B.)

Spreading the stone aggregate for rolling and

W.B.M. including filling the interstices to

18 433.00 required camber and gradient (excluding 249.75 Cu. Mt.

Nine and Seventy

spreading of Blindage)

Five Paisa Only

(iii) 25mm to 50 mm size crushed stone.

Providing hard murrum/soft murrum on canal Rupees Four

service road including sprading the same Hundred Twenty

dressing the top surface in required grade and Six and Ninety

camber etc. complete. Paisa Only

Name of Work : Constructing RCC box culvert at Ch. 12260 mt. on Hansot Branch Canal.

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Compaction of selected soil/hard murrum/soft

Rupees Sixty Nine

murrum in even thickness of 15 to 20 cms

20 707.00 69.91 and Ninety One Cu. Mt.

including watering temping with suitable

hand rammer etc. complete as directed.

Rolling and consolidation of soling including Rupees Twenty

21 4500.00 filling in depression which occur during the 22.36 Two and Thirty Six Sq. Mt.

process, with power roler 8 tonne to 12 tonne. Paisa Only

Providing and fixing marble plate of 2 cm Rupees Two

22 16.00 thickness including engraving and filling 250.60 Hundred Fifty and

paint for letters as directed. Sixty Paisa Only

Providing & fixing in position sign board of

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

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

Thousand Eleven

23 1.00 thick iron plate including fixing in 1:5:10 3011.3 No.

and Three Paisa

prop. Concrete block size 40 cm x 40 cm x

cm including painting existing data on the

board etc. complete as directed.

Providing and Eracting a "W" metal beam

Crash Barrier comprising of 3 mm thick

corruated Sheet metal beam rail, 70 cm

above road level fixed on ISMC Channel

verical post, 150 mm x 75 mm x 5 mm space

2 mm c/c 1.8 m height 1.1 m belove GL shall

be in C.C.M. 20 block of size 50x50x5 cms

for each post. all steel part sand fitment to be

galvanized by hot dip process as per IS

and IS 1364 metal beam to be fixed on

24 100.00 4864.70 Hundred Sixty Four R. Mt.

vertical post with as per pacer sectio

and Seventy Paisa

150x75x5 cmm 3.3 m long as per MORTH

clause 810. Rates including providing and

fixing 3 mm thick ACM type reflector

mm wide, Type 4 class B, High intensity

garde sheet between two "W" metal beam

through and reflective unit at top of vertial

post as per IRC 67 - 2017 etc. complete as

per detailed drawing and directed by

engineer incharge.

Name of Work : Constructing RCC box culvert at Ch. 12260 mt. on Hansot Branch Canal.

QTY. Description of Item Unit AMOUNT

NO. In Figure In words

Providing and fixing guard stone as per I.R.C.

25 34.00 type design including white washing etc. 349.11 No.

Nine and Eleven

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

Providing videography on the ocassion of Rupees One

function or for on going construction work Thousand Two

26 1.00 including dubbing, titeling etc. complete 1230.51 Hundred Thirty and No.

including cost of cassette/CD. Fifty One Paisa

(b) Up to 4.00 hours Only

Rupees Ninety Three Lacs Ninety Six Thousand Seven Hundred Twenty Eight and Four Paisa Only.

Deputy Executive Engineer Executive Engineer

Hansot Canal Sub Division U R B C INV. Division

Hansot Ankleshwar