SJMMSVY-(2023-24) GRANT

Name Of Work :CONSTRUCTION OF PRECAST BOX CULVERT AT HAVADA NEAR AMBEDKAR ROAD

AT BAVLA NAGARPALIKA AT BAVLA.

Schedule-B1 :CONSTRUCTION OF PRECAST BOX CULVERT AT HAVADA NEAR AMBEDKAR ROAD AT

BAVLA NAGARPALIKA AT BAVLA.

Sr. No. Description Quantity Unit Rate Amount

1 Providing and filling rubbles including hand 50.40 Cmt 1212.40

packing and filling interstices with quarry spalls

behind abutments and between returns as

2 Excavation for foundation upto 1.5 m depth 354.90 Cu.M. 117.08

including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

3 Providing and laying cement concrete 1:3:6 ( 1: 43.05 Cu.M. 3005.76

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying controlled cement concrete 87.15 Cu.M. 4280.42

M250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

( A ) Foundation, footing, Base of Columns and

5 Providing formwork of ordinary timber planking 45.61 Sq.M. 173.40

so as to give a rough finish including centering,

shuttering, strutting and propping and centering

below supporting floor to ceiling not exceeding

4M. And removal of the same for in sity reinforced

concrete and plain concrete work in

( A ) Foundation, footing, Base of Columns and

6 Design, manufacture and supply factory-made 26.00 NOS 125468.26

RCC (wet cast) Precast Box Culverts (JIS category)

for use in road crossing, stormwater drainage,

cable trenching, or utility ducts, manufactured by

FUJI Silvertech / FIT / Alcock, OR Equal company

with Box Culvert of Size 3000 mm (W) x 3000 mm

(H) (in mm) x 1000 mm (L) (In-to-In dimensions).

7 Erection cost for Precast RCC Box Culvert of size 26.00 NOS 4797.50

Including excavation, ground improvement, PCC

bedding, unloading, installation, alignment,

jointing, and all incidental works complete.

8 Providing and laying controlled cement concrete 15.54 Cu.M. 4565.08

M250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

( B ) Walls, from top of foundation level upto floor

9 Providing formwork of ordinary timber planking 114.40 Sq.M. 232.25

so as to give a rough finish including centering,

shuttering, strutting and propping and centering

below supporting floor to ceiling not exceeding

4M. And removal of the same for in sity reinforced

concrete and plain concrete work in

( C ) Vertical surface such as wall

10 Filling in foundation and plinth with murrum or 160.72 Cu.M. 289.06

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc.

11 Providing TMT Bar FE 500D reinforcement for 12322.80 Kg. 76.21

R.C.C. Work including bending, binding and

placing in position complete upto floor two level

12 Filling available excavated earth ( excluding rock ) 354.90 Cu.M. 130.39

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

13 Providing and fixing to wall ceiling and floor 6.0kg 36.00 R.Mt. 277.43

F/cm2 working pressure poluthene pipes of the

following outside dia low density complete with

specials flange compresion type fittings, wall clips

etc. including making good the wall ceiling and

14 providing and mixing water proofing material in 390.22 Lit 49.16

cement in mix proportion recommended by the

15 Providing and fixing pre-cast concrete kerb stone 32.00 R.Mt. 803.95

of gray cement based concrete block 30cm

length,60cm height and 22.5cm thick (15 cm top,

30 cm bottom) of M200 grade concret as per

approved design and including excavation for

fixing in proper line and level,filling the joint with

C:M 1:3 (1cement:3fine sand) etc complete.

16 Anchor fastener with Grout 16.00 Nos 505.00

17 Providing & Laying M,S,Side Rail of road thickness 168.00 Sq.M. 140.11

with necessary nut bolt plates fixing as per width,

applying 4.50 kg / Sq.Mt. meatalic hardner

applying plate vibrator,electric or diesel in

channel.Comp. with V.D. system (Trimix) by using

the all necessary equipments & materil &

machinery,such as running screed vidrator on

prelaid M.S.channel for levelling vaccum pumps,

floating & power trovelling etc.Compl.

18 Supplying premoulded bituminous joint filter 12 6.72 Sq.M. 553.80

19 Dewatering by pumping set of required capacity 6122.50 Hp/Hr 21.07

including temporary platform carting pumping at

site and fixing the same in position including all

accessories, and fuel and labour etc. complete.

Total ( B1 ) :-