Package 2 of Constructing FP Schemes At various places of Dhansura Taluka Di. Aravalli {Khilodiya(ramapir mandir), Devpura(primary school)}

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 uniform 454 Cmt 102.4

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 34 Cmt 3346

as directed with all lead & lift etc complete

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

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, 199 CMT 3999.4

curing etc. complete for all leads and lifts.

6 Providing and laying uncoursed rubble

masonry in ordinary portland cement

mortar 1:5 proportion in foundation 178 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, ramming, 240 CMT 36.9

compacting etc. complete. (By Machinery)

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

the brick masonry and stone masonry for

exposed faces including watering, curing, 605 SMT 177.9

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 119 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