Renovation for VRB at Ch. 6193 mt & at Ch. 8070 mt into RCC Box culvert on Hansot Branch Canal.

Item No (with brief specification and reference to book of Quantity Unit Amount

specifications)

Item No. 1:- Clearing the borrow area including thin jungle

1 cutting and removing trees upto 0.5m girth, bushes, shrubs etc. 2.07 Hect 2887.99

complete. (Without water pool)

Item No 2:- Dismentalling the R.C.C. work & disposing off the

stuff including stacking of the useful materials etc. complete as

2(a) (a)Light reinforcement. (Main bar up to 16 mm dia.) 23.50 CM 1747.70

2(b) (b) Hevy reinforcement(Main bar above 16 mm dia) 94.60 CM 2039.00

Item No. 3:-Dismentalling the existing stone masonry including

sorting out and stacking the useful materials and removing the

debries and making good the damage etc. complete as directed.

(b) in cement mortar

Item No. 4 :- Dismentalling the existing foundation concrete

including disposing the dismentalled stuff including sorting out

4 and stacking the useful materials and removing the debries and 25.60 CM 1165.20

making good the damage etc. complete as directed. (a) In

Cement Concrete

Item No. 5:- 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

5 or in spoil banks or as and where directed including dressing the 840.00 CM 82.40

canal section upto lead of 50 meter and all lift including

clearing the site etc. complete (By machinery for canal/drain

maintanance) (upto 1.5 cumecs capacity of canal/drain)

Item No. 6:- Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard murrum, etc.

dry condition including depositing the 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

Item No. 7:- Supplying and laying trap rubble stone of upto

kg in weight for toe and core filling including conveying and

7 stacking to required line, level, slope section including all leads 1093.80 CM 1054.60

an dlifts. conveying materials from stacks and laying etc.

Item No. 8:- Providing and laying local sand in canal section

8 before laying R.C.C. trough for lead upto 10.00 K.M. and all lifts. 273.50 CM 549.40

Item No. 9:- Providing and laying plain/ reinforced Design Mix

cement concrete of various grade with cement, sand and coarse

aggregates including centering, shuttering, batching, mixing,

9 transporting, placing, vibrating, smooth finishing, curing etc.

complete for all lead and lift.(Baching Plant Based, Including

dewatering)

9(a) (A) Foundation M-10 Grade 166.00 CM 3571.40

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

9(b) abutment and bottom slab of sump etc. 273.20 CM 4380.90

(i) M-15 Grade

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

9(c) abutment and bottom slab of sump etc. 141.20 CM 4796.10

(ii) M-20 Grade

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

9(d) abutment and bottom slab of sump etc. 126.00 CM 4844.70

(iii) M-25 Grade

(D) Walls of barrels, brestwall, staunching rings, pedestals of

9(e) bearing, stoplog piers, well staining, transition wall, etc. 873.00 CM 5228.00

(i) M-15 Grade

(D) Walls of barrels, brestwall, staunching rings, pedestals of

9(f) bearing, stoplog piers, well staining, transition wall, etc. 101.50 CM 5753.60

(iii) M-25 Grade

Description of Item

Item No (with brief specification and reference to book of Quantity Unit Amount

specifications)

(E) Roadway slab, approch salb, chute floor slab, kerb, piercap,

abutment cap, hoisting platform, top slab of barrel etc.

(i) M-15 Grade

(E) Roadway slab, approch salb, chute floor slab, kerb, piercap,

abutment cap, hoisting platform, top slab of barrel etc.

(iii) M-25 Grade

(F) Top slab of bridge with main and cross girder of bridge etc.

(iii) M-25 Grade

Item No. 10:- Providing and placing in position reinforcement

bars including cutting, bending welding, joints where

necessary, hooking etc. complete as per drawing for all lead and

lifts. (B) T.M.T.

Item No. 11:- Earthwork in embankment using soil, soft & hard

murrum excavated from approved borrow area/village tanks

11 etc. including breaking clods, dressing to the design section 1026.20 CM 67.00

with lead upto 1.0 kilometer and all lifts. (By poclane

machinary)

Item No.12:- Providing and laying plain / reinforced cement

concrete lining of M-15 grade in bed, side slopes and curvature

12 including batching, mixing, transporting placing, smooth 2804.00 SqMt 399.60

finishing, curing including dewatering where required. (

machinary based without Paver).

Item No.13:- 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 including filling the joints

13 with asphalt pad or bitumins or cork board of approved quality. 121.20 Mtr 384.90

(A) 225 mm wide PVC water stop.

Item No. 14:- Providing and fixing in position 110 mm dia PVC

14 pipe weep holes in abutment, wingwall, and laying trauining 120.00 Mtr 263.70

etc. complete.

Item No. 15:- Provding P.V.C. 100 mm diameter water spouts

including necessary iron gratings as per drawings.

Item No. 16:- Back filling the foundation trenches around the

ramming, compacting etc. complete.(By machinary)

Item No. 17:- Finishing wall with water proofing cement paint

of on wall surfaces (Two coats) to give an approved brand and

17 manufacture and of required shape even shade after thoroughly 632.70 Smt 58.07

brushing the surface to remove all dirt and remains of loose

powered materials.

Item No. 18:- Suppliying of graded stone aggregate of following

18 sizes (for W.B.M. Road)(2) Hand broken stone aggregate 40 mm 866.00 CM 262.48

to 63 mm size.

Item No. 19:- Suppliying of graded stone aggregate of following

19 sizes (for W.B.M. Road) (1) Hand broken stone aggregate 25 mm 866.00 CM 244.98

to 90 mm size.

Item No. 20:- Spreading the stone aggregate for rolling and

W.B.M. including filling the interstices to required camber and

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

size aggreagates (H.B.)

Item No. 21:- Spreading the stone aggregate for rolling and

W.B.M. including filling the interstices to required camber and

gradient (excluding spreading of Blindage)

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

Item No. 22:- Providing hard murrum/soft murrum on canal

22 service road including sprading the same dressing the top 433.00 CM 426.90

surface in required grade and camber etc. complete.

Description of Item

Item No (with brief specification and reference to book of Quantity Unit Amount

specifications)

murrum in even thickness of 15 to 20 cms including watering

temping with suitable hand rammer etc. complete as directed.

Item No. 24:- Rolling and consolidation of soling including

24 filling in depression which occur during the process, with 9000.00 Sq. mt 22.36

power roler 8 tonne to 12 tonne.

Item No. 25:- Providing and fixing marble plate of 2 cm

25 thickness including engraving and filling paint for letters as 32.00 100 sq. cm 250.60

Item No. 26:- 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 thick iron plate including fixing in 1:5:10

26 prop. Concrete block size 40 cm x 40 cm x 75 cm including 2.00 No. 3011.30

painting existing data on the board etc. complete as directed.

Item No. 27 :- 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 1367 and IS 1364 metal beam to be fixed

27 on vertical post with as per pacer sectio 150x75x5 cmm 3.3 m 200.00 R.M. 4864.70

long as per MORTH clause 810. Rates including providing and

fixing 3 mm thick ACM type reflector 100 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.

Item No. 28:- Providing and fixing guard stone as per I.R.C. type

28 design including white washing etc. complete. (ii)Fixing in C.C. 68.00 No. 349.11

Item No. 29:- Providing videography on the ocassion of

function or for on going construction work including dubbing,

titeling etc. complete including cost of cassette/CD.

(b) Up to 4.00 hours

In Fig Rupees One Crore Seventy Nine Lac Eleven Thousand Eight Hundred Sixty Two & Paisa Ninty One Only

Deputy Executive Engineer

Hansot Canal Sub Division