Renovation work of VRB at Ch. 480 mt, VRB at Ch. 1920 mt, CSY at Ch. 4200 mt, VRB at Ch. 7520 mt, VRB at Ch. 8260 mt, CSY at Ch. 9720 mt, VRB at Ch. 11910 mt on Bhatpur Distry.

Name of work :- Renovation work of VRB at Ch. 480 mt, VRB at Ch. 1920 mt, CSY at Ch. 4200 mt, VRB at Ch. 7520 mt, VRB at Ch. 8260 mt, CSY at Ch.

mt, VRB at Ch. 11910 mt on Bhatpur Distry.

Item No. Qty Description of Item Rate Unit Amount

In Figure In Words

Removing of exiting disturbed C.C. Block lining including opening of joints, stacking the

1 982.6400 29.10 Rupees Twenty Nine And Paise Ten Only m2

same and disposing of stuff as directed etc. complete with all leads and lifts.

Dismentalling the existing R.C.C. pipes of the following diameter including sorting out

Rupees Eight Hundred Seventy Three

2 95.0000 and stacking of the useful materials including refilling the trenches etc. complete as 873.90 m

And Paise Ninety Only

directed. (NP-2 pipes) (c ) 650 mm to 900 mm dia.

Dismentalling the R.C.C.work & disposing off the stuff including stacking of the useful Rupees One Thousand Seven Hundred

materials etc. complete as directed. (a)Light reinforcement. (Main bar up to 16mm dia.) Forty Seven And Paise Seventy Only

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

4 2048.4500 81.50 Rupees Eighty One And Paise Fifty Only m3

in banks or as directed etc. complete for lead up to 1.0 km and all lifts.(By machinery) (a)

Above water table.

Providing and laying Plain / Reinforced cement concrete of cement, sand and metal (20

mm to 25 mm size) in following proportionl aid in situ including centering, shuttering, Rupees Four Thousand One Hundred

temping, smooth finishing, curing etc. complete as directed for all leads and lifts Ten And Paise Fifty Only

(Manually With Conventional Mixer) (iii)1:3:6 (A) Foundation Concrete.

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, curing etc. complete for all lead and

lift.(Baching Plant Based, Including dewatering)

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

Rupees Four Thousand Three Hundred

Eighty And Paise Ninety Only

Rupees Four Thousand Seven Hundred

Ninety Six And Paise Ten Only

Rupees Four Thousand Eight Hundred

iii 141.6600 (iii) M-25 grade 4844.70 m3

Forty Four And Paise Seventy Only

(D)Walls of barrels brest walls, staunching rings, pedustels of bearings, stoplog piers, well

staining ,transition wall etc.

Rupees Five Thousand Two Hundred

Twenty Eight Only

Rupees Five Thousand Seven Hundred

ii 168.5400 (iii) M-25 grade 5753.60 m3

Fifty Three And Paise Sixty Only

(E) Roadway slab, approch salb, chute floor slab, kerb, pier cap, abutment cap, hoisting

platform, top slab of barrel etc.

Rupees Four Thousand Six Hundred

Eighty Five And Paise Ten Only

Rupees Five Thousand Two Hundred

ii 139.7500 (iii) M-25 grade 5206.30 m3

Six And Paise Thirty Only

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

Rupees Five Thousand Nine Hundred

Five And Paise Eighty Only

Providing and placing in position reinforcement bars including cutting, bending welding, Rupees Seven Thousand One Hundred

joints where necessary, hooking etc.complete as per drawing for all lead and lifts. (b) TMT Ninety Four Only

Earthwork in embankment using selected soil, soft & hard murrum excavated from

8 2331.5000 approved borrow area/village tanks etc.including breaking clods, dressing to the design 67.00 Rupees Sixty Seven Only m3

section with lead up to 1.0 kilometer and all lifts.(By poclane machinary)

Compaction of selected soil / hard murrum / soft murrum in even thickness of 15 to 20 cms

9 2331.5000 10.40 Rupees Ten And Paise Forty Only m3

including watering rolling of suitable capacity etc. complete as directed.

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 with Rupees Three Hundred Eighty Four And

asphalt pad or bitumins or cork board of approved quality. (A) 225 mm wide PVC water Paise Ninety Only

Back fiing the foundation trenches around the structures etc. with selected excavated stuff

11 662.2400 19.50 Rupees Nineteen And Paise Fifty Only m3

including watering, ramming, compacting etc. complete.(By machinary)

Construction of Granular sub-base 150 mm thick by providing coarse graded machine

crushed B.T.material satisfying MOST specification of grading I (B.T.stone aggregate

mm to 26.5 mm 35%,26.5 to 4.75 mm-45% and 2.36 mm below-20%) including spreading Rupees Eight Hundred Seventy Seven

in uniform layer with motor grader on prepared surface,mixing by mix in place method And Paise Sixty Nine Only

with rotavator at OMC and compacting with vibratory roller to achive the desired density

Providing P.V.C 100mm diameter water spout including necessary iron gratings as per Rupees One Hundred Fifty Nine And

drawing. Paise Thirty Seven Only

Type - A. "W" Metal Beam Crash Barrier. Providing and Erecting a "W" metal beam

CRASH BARRIER comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm

above road/ground level fixed on ISMC series channel vertical post,150 x 75 x 5 mm

Rupees Three Thousand Four Hundred

14 106.0000 space 2.00 m centre to centre 1.80 m high 1.10 m below ground/road level,all steel parts 3462.00 Rmt

and fitments to be galvanized by hot dip process, all fittings to conform IS: 1367 and IS:

1364 metal beam rail to be fixed on the vertical post with a spacer of section 150 x 75 x

mm 330 mm long complete as per MORTH Clause

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to

Rupees One Hundred Seventeen And

15 501.5600 give an required shape even shade after thoroughly brushing the surface to remove all dirt, 117.40 m2

Paise Forty Only

and remains of loose powdered materials.etc complete

Providing & fixing in position sign board of standard size of 1.20mx0.90m with M.S angle

40mmx40mmx6mm with 3mm thick iron plate including fixing in 1:5:10 prop. Concrete Rupees Three Thousand Eleven And

block size 40cmx40cmx75 cm including painting existing data on the board etc. complete Paise Thirty Only

Providing video graphy on the ocassion of function or for ongoing construction work Rupees One Thousand Two Hundred

including dubbing, titeling etc. complete including cost of cassette/CD (b) Up to 4.00 hours Thirty And Paise Fifty One Only

Dismentalling the existing brick masonry including sorting out and stacking the useful

Rupees Seven Hundred Fifty Seven And

18 114.3000 materials and removing the debries and making good the damage etc. complete as directed. 757.40 Cum

Paise Forty Only

(b) In cement mortar

Rupees One Crore Fifty Five Lakh(s) Ninety Eight Thousand Seven

Hundred Forty Six And Paise Forty Seven Only

I/We am/are willing to carry out the work at _______________% above/bellow percent (should be written in figures and words) of the estimated rates mensioned above. Amount of my/our tender works out as

Estimated amount Rs. 15598751.50 Estimated amount Rs.

Put to tender Rs______________________ Put to tender Rs______________________

*( Please strike out whichever is not applicable).

Note 1- All works shall be carried out as per Public Work Department Hand book and other specification of the Division or as directed

Note 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 his signature.

Note 3- Rates quoted included clearance of site (Prior commencement of work and at its close) in all respect and hold good for work under all cocition, site, moisture, weather etc.

Note 4- To be continued on additional sheet, if found necessary.

Deputy Executive Engineer, Executive Engineer

Irrigation Sub Dn Ukai Left Bank Canal Inv.Dn No.2