Constructing F.P. wall near Vaijnath Mahadev Tample at Shinol (Gamtal), Ta.Dhansura, Dist.Aravalli

2 Excavation for foundation in all sorts of

soil including yellow sandy gravelly soils,

soft & hard murrum etc. in dry condition

including depositing the excavated stuff in 781 781 Cmt 102.4

uniform layers in banks or as and where

directed etc. complete for lead up to 500m

and all lift. (BY MACHINERY)

3 Providing & Laying in position "NOMINAL

MIX" cement concrete using cement, sand

and crushed aggregate by mass and

machine mix for C.C./R.C.C work incl.

necessary formworks centering,

scaffolding, compaction by vibrator, curing

as directed with all lead & lift etc complete 50 50 Cmt 3346

Without Dewatering and excluding cost

reinforcement. (A) For Foundation

concrete / General of steel purpose(a) C.

C. Nominal Mix, M-10 and MSA-40 mm

4 Providing & Laying in position "NOMINAL

MIX" cement concrete using cement, sand

and crushed aggregate by mass and

machine mix for C.C./R.C.C work incl.

necessary formworks centering,

scaffolding, compaction by vibrator, curing 13 13 Cmt 3935

as directed with all lead & lift etc complete

Without Dewatering and excluding cost of

steel reinforcement. C. C. Nominal Mix, M-

15 and MSA-20 mm

5 Providing and laying uncoursed rubble

masonry in ordinary portland cement

mortar 1:5 proportion in super structure

including scaffolding, racking out joints, 319 319 CMT 3999.4

curing etc. complete for all leads and

6 Providing and laying uncoursed rubble

masonry in ordinary portland cement

mortar 1:5 proportion in foundation 316 316 CMT 3555.5

including curing etc. complete for all

leads and lifts.

7 Back filling the foundation trenches

around the structures etc with selected

excavated stuff including watering, 429 429 CMT 36.9

ramming, compacting etc. complete. (By

8 Providing cement pointing in C.M.1:3 to

the brick masonry and stone masonry for

exposed faces including watering, curing,

scaffolding wherever necessary etc.

Providing and laying in position 110 mm

dia (6 kgf/sqcm) P.V.C. Pipe for weep

holes with non corroding jali in 176 176 RMt 262.5

abutments, wing walls, retaining walls

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

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Deduct………% abow

In words In words

Contractor sign Executive Engineer

Aravalli Panchayat Irrigation Division