15th Finance Year 2025-26 Construction Pre-Cast Gutter Work on Lavachha Kasli Falia to Weigh Bridge towrdsKotarTa.Nanapondha

Name of work :- Construction Pre-Cast Gutter Work on Lavachha Kasli Falia to Weigh Bridge

towrds Kotar Ta.Nanapondha Dist.Valsad

: : BILL OF QUANTITIES : :

Estimated Estimate

Rate Total amount

Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures estimated

1 113.40 Excavation for foundation upto 1.5 m depth 203.83 Cu.mt

including sorting out and stacking of useful

materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or soft

2 8.58 Consructing of granular sub-base Gr-II by 813.05 Cu.mt

providing course graded B.T. machine

crushed material satisfying MOST

specification of (grading II) using materials

(26.5 mm to 4.75 mm@ 75 per cent,2.36

mm below@25 per cent) including

spreading in uniform layer with motor grader

on prepared surface, mixing by mix in place

method with rotavator at OMC and

compacting with vibratory roller to achieve

the desired density etc. complete.

3 8.58 Providing and filling in foundation with 3240.34 Cu.mt

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

4 63.00 High-strength precast reinforced cement 5050.00 Rmt

concrete (U Shape Drain T-25 600 x 600)

600 x 600 size Drain manufactured with

high performance self-compacting concrete,

as per Japanese Industrial Standards (JIS).

Conforming to Indian standards, and

capable of a wheel load of 5 tonnes for

Heavy vehical movement. Useful for

applications such as storm water drains,

canals and power Canal and

Telecommunication Cable duct (MR+1%

5 63.00 High-strength precast reinforced cement 2727.00 Rmt

concrete (U Shape Drain T-25 Lid For

With Hole) 600 x 600 size drains lid,

manufactured with high-performance self

compacting concrete, as per Japanese

Industrial Standards (JIS). Conforming to

Indian standards, and capable of a wheel

load of 5 tonnes for Heavy vehical

movement. Useful for applications such as

storm water drains, canals and power and

telecommunication cable ducts.

6 15.00 Supplying and fixing reinforced concrete 1952.00 Rmt

heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per IS

458-1991 specifications including setting

the pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following

internal daimeters.(iii) 600mm dia

7 4.00 Constructing Manhole with R.C.C. top slab 11029.97 Each

in 1:2:4 mix(1-cement :2-coarse sand : 4-

graded stone aggregate20mm nominal size)

foundation concrete 1:3:6 mix(1-cement : 3-

coarse sand :6-Brick bats 40 +50mm

size)inside plastering 15mm thick with

Cement Mortar 1:3(1-Cement : 3-coarse

sand) finished with a floating coatof neat

cement and making channels in cement

concrete1:2:4 mix (1-Cement :2-Coarse

sand :4-stone aggregate20mm nominal

size) finished smooth complete

includingcuring and festing (i)

Insidesize900mm x 1200mm and1.5M.

deep including C.I. cover with frame size

560mm diameter totalweight of cover and

frame to be not lessthan 128 kgs. (Wt. of

cover 64 Kg. and Wt. of frame

64Kg.)(A)With 230mm thick walls of brick

msonry usingbrick having crushing strength

not less than 35Kg. /Sq.cm. inCement

Mortar 1:5 (1- Cement: 5-Coarse sand)(1) A

type depth 0.90 Metre for 150mm diameter

8 56.70 Filling available excavated earth (excluding 130.39 Cu.mt

rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding

cm. in depth consolidating each disposited

layer by ramming and watering

Deputy Executive Engineer

Executive Engineer

Panchayat ( R & B) Sub

Division(R&B) Division

I/we am/are/ willing to carry out the work at ………………….% below / Above

……………………………………….percent below / Above

(should be written in figures and words)

Tendered amount mentioned above amount of my / our tender works out as under.

Tendered Amount628636.40

Rs……………………… Tendered Amount

Deduct………. % below Rs……………………. Add…………% Above Rs………………….

Net Amount Rs………………………………. Net Amount Rs……………………………….

Net Amount in words in Rs……………………………………………………………………………………….

Special Note :-

Contractor Shall give only rebate in tendered amount mentioned above and contractor shall

state " NIL" Percentage, if no reduction is offered.

Note :- 1 All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

Note :- 2 All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Note :- 3 Rate quated 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 sheet,if found necessary.