Improvement of Existing Irrigation Infrastructure works on Kaliyari Minor Ex.Ambach Distry.

Name of Work :- Improvement of Existing Irrigation Infrastructure works on Kaliyari Minor Ex.Ambach Distry.

Memorandum showing items of work to be carried out

Item Quantities Item of work Estimated Rates Per. Total Amount

Item Quantities Item of work Estimated Rates Per. Total Amount

No. estimated Unit according to

but may be In estimated

more or figure Rupees in Words. quantities

Item No.1 Clearing the borrow area including thin jungle Rupees Two Thousand Eight

1 3.00 Ha cutting and removing trees upto 0.5 m girth,bushes, shrubs 2887.99 Hundred Eighty Seven and Ha

etc. complete. Paise Ninety Nine Only

Item No.2 Dismentalling the existing stone masonry

including sorting out and stacking the useful materials and Rupees Seven Hundred Fifty

removing the debries and making good the damage etc. Seven and Paise Fourty Only

complete as directed.(b) In cement mortar

Item No.3 Dismentalling the existing R.C.C. pipes of the

following diameter including sorting out and stacking of Rupees Three Hundred

3(a) 24.00 M the useful materials including refilling the trenches etc. 349.50 Fourty Nine and Paise Fifty M

complete as directed. (NP-2 pipes) Only

(a) 225 mm to 400 mm dia

Rupees Five Hundred Eighty

Two and Paise Sixty Only

Rupees Eight Hundred

3(c) 97.50 M (c ) 650 mm to 900 mm dia. 873.90 Seventy Three and Paise M

Item No.4 Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing the Rupees Eighty One and Paise

excavated stuff in uniform layers in banks or as directed Fifty Only

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

machinery) (a) Above water table.

Item No.5 Providing and laying plain/reinforced Design

Mix cement concrete of various grade with cement, sand

and coarse aggregates including centering, shuttering,

Rupees Four Thousand

batching, mixing, transporting, placing, vibrating, smooth

5(a) 321.00 M³ 4380.90 Three Hundred Eighty and M³

finishing, curing etc.complete for all lead and lift.

Paise Ninety Only

(Baching Plant Based, Including dewatering). (B) Raft,

Bottom slab of barel, footing of columns, piers, abutment

and bottom slab of slump etc M-15

Rupees Four Thousand Nine

(C ) Piers, abutment, Wing walls, Head wall, Return wall

5(b) 1742.00 M³ 4976.90 Hundred Seventy Six and M³

etc. (iii) M-20

Paise Ninety Only

Item No.6 Providing and placing in position

Rupees Seven Thousand One

reinforcement bars including cutting, bending welding,

6 475.00 Qtl. 7194.00 Hundred Ninety Four and Qtl.

joints where necessary, hooking etc. complete as per

drawing for all lead and lifts. (b) TMT

Item No.7 Earthwork in embankment using selected

soil, soft & hard murrum excavated from approved

Rupees Ninety Four and

7 4215.00 M³ borrow area / village tanks etc including breaking clods, 94.20 M³

Paise Twenty Only

dressing to the design section with lead up to

Kilometer and all lifts. (By poclane machinary).

Item No.8 Compaction of Earthwork in embankment in

layers 15 to 20 Cms at requisite moisture content to

Rupees Twelve and Paise

8 8392.00 M³ required dry density not less then 90% of corresponding 12.40 M³

proctor maximum dry density including watering, rolling

with suitable type of roller etc. complete.

Item Quantities Item of work Estimated Rates Per. Total Amount

Item Quantities Item of work Estimated Rates Per. Total Amount

No. estimated Unit according to

but may be In estimated

more or figure Rupees in Words. quantities

Item No.9 Excavation of canal/drains in all sorts of soils

(dry condition of soil) including depositing the excavated

stuff in uniform layers in canal banks or in spoil banks or

Rupees Seventy Four and

9 5968.00 M³ a sand where directed including dressing the canal section 74.20 M³

Paise Twenty Only

up to lead of 50 meter and all lift including clearing the

site etc.complete (By machinery for canal/drain

maintanance) (up to1.5 cumecs capacity of canal/drain)

Item No.10 Providing and laying plain / Reinforced

cement concrete lining of M-15 grade in bed, side slope

Rupees Three Hundred

and curveture including batching mixing transporting,

10 (a) 13823.00 M2 387.80 Eighty Seven and Paise M2

placing, smooth finishing, curing including dewatering

where required (machinery based without paver) (a)

cm thick lining in bed & Slope

Rupees Four Hundred

10 (b) 1346.00 M2 (b) 10.00 cm. thick lining in bed with water curing 478.20 Seventy Eight and Paise M2

Item No.11 Providing and fixing in position (different

diameter) I.S. NP3 class reinforced pipe with caulking the

joints with cement mortar 1:1 proportion using jute string Rupees Six Hundred Sixty

soaked in cement slurry, finishing joints and laying pipes Five and Paise Fourty Only

to the designed grade and levels, curing etc.complete for

all lead and lifts.(a) NP-3 300 mm Dia pipe

Rupees Two Thousand Five

11(b) 7.50 M (c) NP-3 600 mm Dia pipe 2005.00 M

Rupees Three Thousand Five

11(c) 97.50 M (e) NP-3 900 mm Dia pipe 3590.90 Hundred Ninety and Paise M

Item No.12 Provinding and fixing in position vertical

Rupees Four Thousand Eight

steel out let Gate including fabrication, cutting, welding

12 4.00 No. 4892.10 Hundred Ninety Two and No.

and two coats oil paint and one coat red oxide(Prime

coat), greasing etc. Rate for one gate(size 0.45 x 1.00m)

Item No.13 Manufacture, supply and erection of vertical

gate consisting gate leaf, stiffeners, rubber seal, embended Rupees Fourty Five

parts as shown irr. Drawings including cost of material, Thousand Six Hundred

fabrication, painting, erection in position wwith all Thirteen and Paise Ninety

accessories second stage concreting etc. complete as per Two Only

drawing and specifications. (41) (size 0.75X1.65 m)

Item No.14 Providing & Fixing in position Signboard of

standard size of 1.20 x 0.90 meter with M.S angle

40mmx40mmx6mm with 3mm thick iron plate including Rupees Three Thousand

fixing in 1:5:10 proportion concrete block size 40 Eleven and Paise Thirty Only

cmx40cmx75cm including painting existing data on the

board etc. complete as directed.

Item Quantities Item of work Estimated Rates Per. Total Amount

Item Quantities Item of work Estimated Rates Per. Total Amount

No. estimated Unit according to

but may be In estimated

more or figure Rupees in Words. quantities

Item No.15 Providing and Filling Asphalt of the

approved make and sand in the expansion and contraction Rupees Sixty Eight and Paise

joints in the c.c. lining including clearing the joints with Three Only

Item No.16 Providing videography on the ocassion of

Rupees One Thousand Two

function or for ongoing construction work including

16 1.00 4Hrs 1230.51 Hundred Thirty And Paise 4Hrs

dubbing, titeling etc. complete including cost of

cassette/CD. (b) Up to 4.00 hours

Rupees Two Crore Nineteen Lakhs Twenty Three Thousand Seven Hundred Fourty Six And Paise Seventy Four Only

figures and words) of the estimated rates mentioned above.Amount of my/our tender works out as under.

* Estimated amount 2,19,23,746.74 * Rs.

Deduct…….%belo Rs. Add… Rs.

Net Rs. Total Rs.

In words…………………….. In words……………………..

*(Please strike out whichever is not applicable)

Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note-2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under

Note-3 Rates quotes include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all

conditions, site, moisture, weather etc.

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

Signature of Contractor Deputy Executive Engineer Executive Engineer

U.L.B.C.Sub Dn Ukai Left Bank Canal Inv.Div.No.2