Re Surfacing of Road in Township and industrial Area at KASEZ, Gandhidham.

BILL OF QUANTITY

Sr. DSR DSR AMOUNT

(DSR ITEM OF WORKS QUANTITY UNIT

No. RATE [RS.]

Sub head: Earth Work

Earth work in surface excavation not exceeding 30 cm in depth

but exceeding 1.5 m in width as well as 10 sqm on plan

including getting out and disposal of excavated earth upto 50 m

and lift upto 1.5 m, as directed by Engineer-in- Charge:

Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides,

ramming of bottoms, depth upto 1.5 m, including getting

out the excavated soil, and then returning the soil as

required, in layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming, watering,

etc. and disposing of surplus excavated soil as directed, within a

2.10.1 All kinds of soil

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

exceeding 20cm in depth, consolidating EACH deposited layer

by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Total of Sub head: Earth Work 153975.30

Sub Head: Dismantling and Demolishing

Digitally signed by SHUBHAM

Sr. DSR DSR AMOUNT

(DSR ITEM OF WORKS QUANTITY UNIT

No. RATE [RS.]

Dismantling of flexible pavement (bituminous courses) by

4 15.59 mechanical means and disposal of dismantled material up to a 3488.00 Cu.m 420.80 1467750.40

lead of 1 kilometre, as per direction of Engineer-in-charge.

Total of Sub Head: Dismantling and Demolishing 1467750.40

Sub Head : Road Work

5 16.3 Supplying and stacking at site

16.3.3 53 mm to 22.4 mm size stone aggregate 520.00 Cu.m 1842.30 957996.00

16.3.6 Stone screening 13.2 mm nominal size (Type A) 260.00 Cu.m 2034.35 528931.00

16.3.7 Stone screening 11.2 mm nominal size (Type B) 260.00 Cu.m 2247.75 584415.00

Laying, spreading and compacting stone aggregate of specified

sizes to WBM specifications in uniform thickness, hand picking,

rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity

6 16.4 in stages to proper grade and camber, applying and brooming 1300.00 Cum 1046.95 1361035.00

requisite type of screening / binding material to fill up

interstices of coarse aggregate, watering and compacting to the

required density .

Providing and applying tack coat using bitumen emulsion

conforming to IS:8887, using emulsion pressure distributer

including preparing the surface & cleaning with mechanical

16.31.1 With rapid setting bitumen emulsion

16.31.1.2 On bituminous surface @ 0.25kg/sqm 93000.00 SQM 9.20 855600.00

Digitally signed by SHUBHAM

Sr. DSR DSR AMOUNT

(DSR ITEM OF WORKS QUANTITY UNIT

No. RATE [RS.]

Providing and fixing Glow studs of size 100x20 mm made of

heavy duty body shall be moulded ASA (Acrylic styrene

Acryloretrite ) or HIP (High impact polystyrene) or ABS

having electronically welded micro- prismatic lens with

abrasion resistant coating as approved by Engineer in charge.

The glow stud shall support a load of 13635 kg tested in

accordance with ASTM D4280. The slope of retro- reflective

8 16.50 surface shall be 35 (+/-5) degress to base .The reflective 1000.00 Each 206.30 206300.00

panels on both sides with at least 12 cm of reflective area

up each side. The luminance intensity should be as per the

specification and shall be tested as described in ASTM I: 809

as recommended in BS: 873 part 4 : 1973. The studs shall be

fixed to the Road surface using the adhesive conforming to IS,

as per procedure recommended by the manufacturer complete

and as per direction of Engineer-in-charge

Providing and laying Dense Graded Bituminous

Macadam using crushed stone aggregates of specified

grading, premixed with bituminous binder and filler,

transporting the hot mix to work site by tippers, laying with

paver finisher equiped with electronic sensor to the

required grade, level and alignment and rolling with

smooth wheeled, vibratory and tandem rollers as per

specifications to achieve the desired compaction and density,

complete as per specificatons and directions of Engineer-in-

Digitally signed by SHUBHAM

Sr. DSR DSR AMOUNT

(DSR ITEM OF WORKS QUANTITY UNIT

No. RATE [RS.]

50 to 100 mm average compacted thickness with bitumen of

grade VG-30 @ 5% (percentage by weight of total mix) and

lime filler @ 2% (percentage by weight of Aggregate) prepared

in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying semi- dense Bituminous concrete using

crushed stone aggregates of specified grading, premixed with

bituminous binder and filler, transporting the hot mix to work

site by tippers, laying with paver finisher equiped with

electronic sensor to the required grade, level and alignment and

rolling with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction and density as per specification,

complete and as per directions of Engineer-in Charge.

25 mm compacted thickness with bitumen of grade VG 30 @

5% (percentage by weight of total mix) and lime filler @ 2%

(percentage by weight of Aggregate) prepared in Batch Type

Hot Mix Plant of 100-120 TPH capacity.

Digitally signed by SHUBHAM

Sr. DSR DSR AMOUNT

(DSR ITEM OF WORKS QUANTITY UNIT

No. RATE [RS.]

Providing and applying 2.5 mm thick road

marking strips (retroreflective) of specified shade/ colour

using hot thermoplastic material by fully/ semi automatic

thermoplastic paint applicator machine fitted with profile

shoe, glass beads dispenser, propane tank heater and profile

shoe heater, driven by experienced operator on road surface

including cost of material, labour, T&P, cleaning the road surface

of all dirt, seals, oil, grease and foreign material etc. complete as

per direction of Engineer-in-charge and accordance with

applicable specifications.

Providing and laying 60mm thick factory made cement

concrete interlocking paver block of M -30 grade made

by block making machine with strong vibratory compaction,

12 16.68 of approved size, design & shape, laid in required colour and 500.00 Sq.m 972.00 486000.00

pattern over and including 50mm thick compacted bed of

coarse sand, filling the joints with line sand etc. all

complete as per the direction of Engineer-in-charge.

Total of Sub Head: Road Work 45651825.75

Sub Head : Drainage Work

Providing and laying non-pressure NP2 class (light duty) RCC

pipes with collars jointed with stiff mixture of cement mortar in

the proportion of 1:2 (1 cement : 2 fine sand) including testing

of joints etc. complete.

Total of Sub Head: Drainage Work 99430.00

Digitally signed by SHUBHAM