Restoration of Pat Bandhara Irrigation Scheme Ta. Sagbara Dist. Narmada

Specification and reference to book of Quantity Unit Rate In figures Amount

specifications)

Clearing the canal land width including

removing the shrub, bushes, cactus,

weeds other vegetation including cutting

down trees upot 0.50 mt girth and

1 depositing the removed materials outside 204.00 Sqmt 14.60

the canal land width up to lead of

meter as directed etc. complete.

(Without water pool)

Dismentalling the existing stone

masonry including sorting out and

stacking the useful material sand

2 removing the debries and making good 370.40 CM 757.40

the damage etc. complete as directed. (b)

In cement mortar

Excavation for foundation in all sorts of

soil including yellow, sandy, gravelly

soil, soft & hard murrum, etc. dry

condition including depositing the

3(A) excavated stuff in uniform layers in 737.66 Cum 86.10

banks or as directed etc. complete for

lead uo to 1.0 Km and all lifts. (By

machinery)(b) Below water Table

Excavation for foundation in soft rock

including depositing the excavated stuff

as and where directed etc. complete for

3(B) lead upto 1.0 Km and all lifts.(By 491.78 Cum 161.90

machinary) (b) Below water Table

Drilling 50 mm dia. Holes for anchoring

32 mm dia. Steel rods at 450 angle in

dyke below foundation level and filling

the cement slurry after in serting 32 mm

dia steel rod for depth upto 1.0 meter

including labour etc. complete.

Earthwork in embankment using soil,

soft & hard murrum excavated from

approved borrow area/village tanks etc.

including breaking clods, dressing to the

design section with lead up to 5.00 km

and all lifts.

Compaction of Earth work in

embankment in layers 15 to 20 Cms at

requisite moisture content to required

6 dry density not less then 85% of 2052.00 CM 12.40

corresponding proctor maximum dry

density including watering, rolling with

suitable type of roller etc. complete.

Providing and laying plain/ reinforced

Nominal 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.(Manually With

Conventional Mixer, Including

dewatering)

Piers, abutment, wingwalls,

headwall,returnwall etc

7(A) (ii) M-15 grade (1:2:4) 234.00 Cum 4692.90

7(B) (iii) M20 Grade(1:1.5:3) 2880.00 Cum 5170.20

Providing & Placing in position

reinforcement bars including cutting,

8 bending, welding joints where 300.69 Qtl 7194.00

necessary, hooking etc. complete as per

drawing for all lead and lifts. (b)TMT

Providing & fixing enemalled gauge

plate including necessary gradation in

white and blue etc. complete (b) 15 cm

Manufacture, supply and erection of

vertical gate consisting gate leaf,

stiffeners, rubber seal, embedded parts

as shown in drawings including cost if

materials, fabrication, painting, erection

in position with all accessories second

stage concreting etc complete as per

drawing and specifications.

10(A) Size ( 1.00X1.50) 2 Nos. 52262.77

10(B) Size ( 1.00X1.20) 4 Nos. 37186.99

Supply and laying mechanically woven

double twisted Hexagonal Zn+ PVC

coated box G.I. wire mesh gabions size

1m x 1m x 1m filled with 15 to 40 kg.

trap rubble stone (approximate 1.65)

11 tone with mesh size 10 x12 cm. 208 No 2625.26

including packing, interlocking of stones

& fusing top of gabion & tying to each

other & laying to required line, level

slope with all leads & lifts as directed

etc. comp.

Providing and fixing in position

(different diameter) I.S NP3 class

reinforced pipe with caulking the joints

with cement mortar1:1 proportion using

jute string soaked in cement slurry,

finishing, joints, and laying pipes to the

designed grade and levels, curing etc.

complete for all lead and lifts.

12(A) (c) NP3 class 600 mm dia pipe. 35.00 m 2005.00

12(B) (e) NP3 class 900 mm dia pipe. 5.00 m 3590.90

Providing and fixing in position

mm dia PVC pipe weep holes in

abutment, wing wall, and laying

training etc. complete.

(Rupees One Crore Ninety Nine Lakh Fifty Seven Thousand Nine Hundred Ninety Seven and Seventy One Paisa

I/We am/are willing to carry out the work at _____________ % above/below percent(Should be written

Estimate Amount Estimate Amount

put to tender Rs. 19957997.71 put to tender Rs.

Deduct___________ % below Add___________ % Above

( If any) ______% ( in Figure)___________

( In words) ________________ ( In words) ________________

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

Deputy Executive Engineer Executive Engineer

Panchayat Irrigation Sub Division Panchayat Irrigation Division

Dediapada Rajpiala (Narmada)