Road repairing work, Drainage repairing work and Paving work in Industrial area at KASEZ, Gandhidham.

BILL OF QUANTITY

Road repairing work, Drainage repairing work and Paving work in Industrial area at KASEZ, Gandhidham.

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

A Sub head: carriage of material

1 1.1 By Mechanical Transport including loading, unloading and stacking

1.1.1 Lime, Moroom, Building Rubbish 5 Km 400.00 Cum 217.16 0.00 86864.00 0.00

Total of Sub head: carriage of material 86864.00 0.00

B Sub head: Earth Work

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m

2 2.6 in width as well as 10 sqm on plan) including getting out and disposal

of excavated earth lead 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

3 2.10 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 lead

2.10.1 All kinds of soil

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

b 2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 500.00 Metre 651.55 0.00 325775.00 0.00

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 520671.00 0.00

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

C Sub Head: Concrete Work

Providing and laying in position cement concrete of specified grade

5 4.1 excluding the cost of centering and shuttering - All work up to plinth

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size)

Providing and fixing up to floor five level precast cement concrete solid

block, including hoisting and setting in position with cement mortar

1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering

1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone

aggregate 20 mm nominal size).

Total of Sub Head: Concrete Work 4894787.50 0.00

D Sub Head: Reinforced Cement Concrete Work

Centering and shuttering including strutting, propping etc. and removal

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 699.05 Sq.m 307.95 215272.45 0.00

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.drain

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform 600.00 Sq.m 766.55 459930.00 0.00

Lintels, beams, plinth beams, girders, bressumers and

Providing, hoisting and fixing above plinth level up to floor five level

precast reinforced cement concrete work in string courses, bands,

copings, bed plates, anchor blocks, plain window sills and the like,

including the cost of required centering, shuttering but , excluding cost

of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3

graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

a 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 55000.00 Kg 89.65 4930750.00 0.00

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard

10 5.33 setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying,

curing, carriage for all leads; but excluding the cost of centering,

shuttering, finishing

and reinforcement as per direction of the engineer-in-charge; for the

following grades of concrete

a 5.33.1 All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum 600.00 Cu.m 8599.35 5159610.00 0.00

Total of Sub Head: Reinforced Cement Concrete Work 13479242.45 0.00

E Sub Head: Roofing Work

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 stone aggregate 10 mm and down gauge), including

finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design :

Total of Sub Head: Roofing Work 130100.00 0.00

F Sub Head: Finishing Work

12 13.1 12 mm cement plaster of mix:

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating

coat of neat cement.

Total of Sub Head: Finishing Work 197182.75 0.00

G Sub Head: Dismantling and Demolishing

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

Demolishing cement concrete manually/ by mechanical means

14 15.2 including disposal of material within 50 metres lead as per direction of

Engineer - in - charge.

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 100.00 Cu.m 1239.60 0.00 123960.00 0.00

Demolishing R.C.C. work manually/ by mechanical means including

15 15.3 stacking of steel bars and disposal of unserviceable material within 50 100.00 Cu.m 2928.10 0.00 292810.00 0.00

metres lead as per direction of Engineer - in- charge.

Extra for cutting reinforcement bars manually/ by mechanical means in

16 15.5 R.C.C. or R.B. work (Payment shall be made on the cross sectional area 100.00 Sq.m 947.10 0.00 94710.00 0.00

of R.C.C. or R.B. work) as per direction of Engineerin- charge.

Dismantling of flexible pavement (bituminous courses) by mechanical

17 15.59 means and disposal of dismantled material up to a lead of 1 kilometre, 1500.00 Cu.m 347.90 0.00 521850.00 0.00

as per direction of Engineer-in-charge.

Disposal of building rubbish / malba / similar unserviceable,

dismantled or waste materials by mechanical means, including loading,

18 15.60 transporting, unloading to approved municipal dumping ground or as 2000.00 Cu.m 219.35 0.00 438700.00 0.00

approved by Engineer-in-charge, beyond 50 m initial lead, for all leads

including all lifts involved.

Total of Sub Head: Dismantling and Demolishing 1472030.00 0.00

H Sub Head : Road Work

Providing and applying tack coat using bitumen emulsion conforming

19 16.31 to IS: 8887, using emulsion pressure distributer including preparing the

surface & cleaning with mechanical broom.

16.31.1 With rapid setting bitumen emulsion

16.31.1.2 On bituminous surface @ 0.25kg/sqm 400.109 Sq.m 7.90 0.00 3160.86 0.00

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

Providing and laying design mix cement concrete of M-30 grade, in

roads/ taxi tracks/ runways, using cement content as per design mix,

using coarse sand and graded stone aggregate of 40 mm nominal size

in appropriate proportions as per approved & specified design criteria,

providing dowel bars with sleeve/ tie bars wherever required, laying at

site, spreading and compacting mechanically by using needle and

surface vibrators, levelling to required slope/ camber, finishing with

required texture, including steel form work with sturdy M.S. channel

sections, curing, making provision for contraction/ expansion,

construction & longitudinal joints (10 mm wide x 50 mm deep) by

groove cutting machine, providing and filling joints with approved joint

filler and sealants, complete all as per direction of Engineer-in-charge

(Item of joint fillers, sealants, dowel bars with

sleeve/ tie bars to be paid separately). Note:- Cement content

considered in M-30 is @ 340 kg/cum. Excess/

less cement used as per design mix is payable/ recoverable separately.

16.43.1 Cement concrete prepared with batch mixing machine 1000.00 Cu.m 9492.90 0.00 9492900.00 0.00

Extra for providing and mixing hardening compound of approved

quality as per manufacturer's specification in cement concrete.

Providing and laying in position bitumen hot sealing compound for

expansion joints etc.

a 16.46.1 Using grade ‘A’ sealing compound. 1000.00 7.50 0.00 7500.00 0.00

Painting road surface marking with adequate nos of coats to give

uniform finish with ready mixed road marking paint conforming to IS :

23 16.48 164, on bituminous surface in white/yellow shade, including cleaning

the surface of all dirt, scales, oil, grease and foreign material etc.

a 16.48.1 New work (Two or more coats) 400.00 Sq.m 239.95 0.00 95980.00 0.00

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

b 16.48.2 Old work (One or more coats) 400.00 Sq.m 157.60 0.00 63040.00 0.00

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

24 16.50 surface shall be 35 (+/-5) degress to base .The reflective panels on 1200.00 Each 175.50 0.00 210600.00 0.00

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-Charge

50 to 100 mm average compacted thickness with bitumen

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

16.54.2 and lime filler @ 2% (percentage by weight of Aggregate) 300.00 Cum 9930.95 0.00 2979285.00 0.00

prepared in Drum Type Hot Mix Plant of 60-90 TPH

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

Providing and laying 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

26 16.57 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.

40/50 mm compacted thickness with bitumen of grade

VG-30 @ 5.5% (percentage by weight of total mix) and

16.57.5 lime filler @ 3% (percentage by weight of Aggregate) 500.00 Cum 10786.70 0.00 5393350.00 0.00

prepared in drum Type Hot Mix Plant of 60-90 TPH

Providing Retro-reflective regulatory sign board of size 900 mm dia

meter made out of 2 mm thick aluminium sheet, face to be fully

covered with high intensity encapsulated lens type retro -reflective

sheeting as approved by Engineer-in-charge . Letter, symbols, borders

etc. will be as per IRC - 67 with required colour scheme on the boards

and with the high intensity grade A. The aluminium sheet to

be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards

will be fixed to 1 No. 50x50 mm square post made of M.S. angle

50x50x4 mm, 4 m long welded to the frame with adequate anti-theft

arrangement .Sheet work to be painted with two or more coats of

synthetic enamel paint over an under coat (primer) and back side of

aluminium sheet to be painted with two or more coats of epoxy paint

including appropriate priming coat complete in all respects as per

direction of Engineer-in-charge.

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [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

28 16.62 heater and profile shoe heater, driven by experienced operator on 1000.00 Sq.m 623.80 0.00 623800.00 0.00

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, of approved size, design &

shape, laid in required colour and 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.

Taking out existing kerb stones of all types from footpath/ central

verge, including removal of mortar etc., disposal of unserviceable

30 16.82 material to the dumping ground, for which payment shall be made 500.00 metre 32.40 0.00 16200.00 0.00

separately and stacking of serviceable material within 50 metre lead as

per direction of Engineer-in-Charge.

Taking out existing CC interlocking paver blocks from footpath/ central

verge, including removal of rubbish etc., disposal of unserviceable

31 16.83 material to the dumping ground, for which payment shall be made 6000.00 Sq.m 108.65 0.00 651900.00 0.00

separately and stacking of serviceable material within 50 metre lead as

per direction of Engineer-in-Charge.

Laying old cement cocrete interlocking paver blocks of any design/

shape laid in required line, level, curvature, colour and pattern over

and including 50 mm thick compacted bed of coarse sand, filling the

joints with fine sand etc. all complete as per the direction of

Engineerin- charge. (Old CC paver blocks shall be supplied by the

department free of cost).

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

Painting on Footpath with floor paint of approved brand and

manufacture of required colour to give an even shade, Cleaning the old

paver/kerb surface area, removing dust from grrove and applying two

or more coats of floor paint.

Total of Sub Head: Road Work 25455460.86 1208950.00

I Sub Head : Drainage Work

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

34 19.6 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.

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement :

4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size), foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm thick with

cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating

coat of neat cement and making channels in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) finished with a floating coat of neat cement complete as per

standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame

(light duty) 455x610 mm internal dimensions, total weight of cover

and frame to be not less than 38 KG (weight of cover 23 KG and weight

of frame 15 KG) :

With common burnt clay F.P.S. (non modular) local available bricks of

class designation 3.5

36 19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5

Sr. No. (DSR ITEM OF WORKS QUANTITY UNIT DSR RATE NDSR RATE DSR AMOUNT [RS.]

Providing and fixing in position pre-cast R.C.C. manhole cover and

frame of required shape and approved quality

19.19.1.1 Rectangular shape 600x450 mm internal dimensions 100.00 Each 1255.25 0.00 125525.00 0.00

19.19.3.1 Circular shape 560 mm internal diameter 100.00 Each 1494.20 0.00 149420.00 0.00

Making connection of drain or sewer line with existing manhole

including breaking into and making good the walls, floors with cement

concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

38 19.21 aggregate 20 mm nominal size) cement plastered on both sides with

cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating

coat of neat cement and making necessary channels for the drain etc.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.

pipes including collars/spigot jointed with stiff mixture of cement

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

testing of joints etc. complete

b 19.35.5 1200 mm dia RCC pipes. (Laying by manual/ machanical means) 100.00 Rmt 8118.55 0.00 811855.00 0.00

c 19.35.6 1800 mm dia RCC pipes. (Laying by manual/ machenical means) 100.00 Rmt 14292.75 0.00 1429275.00 0.00

Total of Sub Head: Drainage Work 3904310.60 0.00