15th Finance Year 2025-26 Construction Pre-Cast Gutter Work on Kocharva Patel Falia & Rata Bharat Nagar Ta.Nanapondha Dist.Valsad

Name of work :- Construction Pre-Cast Gutter Work on Kocharva Patel Falia & Rata Bharat

Nagar Ta.Nanapondha Dist.Valsad

: : BILL OF QUANTITIES : :

Estimated Estimate

Rate Total amount

Rate Total amount

Sr. according to

but may be 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 in 11029.97 Each

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 20 cm. in depth

consolidating each disposited layer by

ramming and watering