N/W

SLNo Description Qty Unit Rate

1 CARRIAGE OF MATERIALS

1.1 Carriage of Materials by mechanical transport including

loading, unloading and stacking :1.1.1 Earth Lead - 1 Km 3500 cum

2 E A R T H W O R K

2.1 Earth work in rough excavation, banking excavated earth

in layers not exceeding 20 cm in depth, breaking clods

watering, rolling each layer with ½ tonne roller or

wooden or steel rammers, and rolling every 3rd and top-

most layer with power roller of minimum 8 tonnes and

dressing up in embankments for roads, flood banks,

marginal banks and guide banks or filling up ground

depressions, lead upto 50 m and lift upto 1.5 m :2.1.1 All kinds of soil 1300 cum

2.2 Banking excavated earth in layers not exceeding 20 cm. in

depth, breaking clods, watering, rolling each layer with ½

tonne roller, or wooden or steel rammers, and rolling

every 3rd and top-most layer with power roller of

minimum 8 tonnes and dressing up, in embankments for

roads, flood banks, marginal banks, and guide banks etc.,

lead upto 50 m and lift upto 1.5 m.2.2.1 All kinds of soil 9500 cum

2.3 Earth work in excavation by mechanical means (Hydraulic

excavator )/ manual means over areas (exceeding 30cm in

depth. 1.5m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50m and lift upto

1.5m, disposed earth to be levelled and neatly dressed.

Name of the Firm

SCHEDULE OF QUANTITY

Construction of Bituminous approach road from G.T. road to Chandel Gate i/c widening of existing Air

Strip Road

INDIAN INSTITUTE OF TECHNOLOGY KANPUR

INSTITUTE WORKS DEPARTMENT

DIVISION -I

NIT No.- 13/C/D1/2013-14/01

2.3.1 All kinds of soil 2200 cum

2.4 Earth work in excavation by mechanical means (Hydraulic

Excavator )/ manual means in foundation trenches or

drains (not exceeding 1.5 m in width or 10 sqm on plan)

including dressing of sides and ramming of bottoms, lift

upto 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soil as directed, within a

lead of 50 m.

2.4.1 All kinds of soil. 250 cum

2.5 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 lead of 50 m :

2.5.1 All kinds of soil

2.5.1.1Pipes, cables etc. exceeding 80 mm dia. but not exceeding

300 mm dia. 105 metre

2.6 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. 250 cum

2.7 Clearing jungle including uprooting of rank vegetation,

grass, brush wood, trees and saplings of girth upto 30 cm

measured at a height of 1 m above ground level and

removal of rubbish upto a distance of 50 m outside the

periphery of the area cleared. 15000 100 sqm

3 C O N C R E T E W O R K

3.1 Providing and laying in position cement concrete of

specified grade excluding the cost of centring and

shuttering - All work upto plinth level :

3.1.1 1:5:10 (1 cement : 5 coarse sand : 10 graded Brick

aggregate 40 mm nominal size) 55 cum

3.2 Providing and laying cement concrete in retaining walls,

return walls, walls (any thickness) including attached

pilasters, columns, piers, abutments, pillars, posts, struts,

buttresses, string or lacing courses, parapets, coping, bed

blocks, anchor blocks, plain window sills, fillets, sunken

floor, etc., up to floor five level, excluding the cost of

centering, shuttering and finishing :

3.2.1 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) 0.25 cum

4 REINFORCED CEMENT CONCRETE

4.1 Centring and shuttering including strutting, propping etc.

and removal of form for :4.1.1 Suspended floors, roofs, landings, balconies and access

platform. 80 sqm

4.2 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position and

binding all complete upto plinth level.4.2.1 Thermo-Mechanically Treated bars. 4000 kg

4.3 Add for using extra cement in the items of design mix

over and above the specified cement content therein. 16 quintal

4.4 Providing and laying in position ready mixed M-25 grade

concrete for reinforced cement concrete work, using

cement content as per approved design mix and

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for all leads,

having continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced cement

concrete work, including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of centering,

shuttering, finishing and reinforcement, including cost of

admixtures in recommended proportions as per IS : 9103

to accelerate / retard setting of concrete, improve

workability without impairing strength and durability as

per direction of the Engineer - in - charge.

(NOTE- 1) Cement content considered in this item is @

330 kg/cum. Excess/ less cement used as per design mix is

payable/ recoverable separately)4.4.1 All works upto plinth level. 32 cum

5 B R I C K W O R K

5.1 Brick work with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in foundation and plinth in:

5.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 100 cum

5.2 Brick work with common burnt clay modular bricks of

class designation 7.5 in foundation and plinth in:5.2.1 Cement Mortar 1:6 (1 cement : 6 coarse sand). 5 cum

5.3 Brick edging 7cm wide 11.4cm. deep to plinth protection

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

class designation 7.5 including grouting with cement 2215 metre

6 F I N I S H I N G

6.1 12 mm cement plaster of mix :

6.1.1 1:6 (1 cement : 6 coarse sand) 160 sqm

6.2 15 mm cement plaster on rough side of single or half brick

wall of mix :6.2.1 1:6 (1 cement : 6 coarse sand) 20 sqm

6.3 6 mm cement plaster of mix :

6.3.1 1:3 (1 cement : 3 fine sand) 90 sqm

7 R O A D W O R K

7.1 Supplying and stacking at site.

7.1.1 90 mm to 45 mm size stone aggregate. 1285 cum

7.1.2 63 mm to 45 mm size stone aggregate. 860 cum

7.1.3 53 mm to 22.4 mm size stone aggregate. 860 cum

7.1.4 Stone screening 13.2 mm nominal size (Type A). 210 cum

7.1.5 Stone screening 11.2 mm nominal size (Type B). 210 cum

7.1.6 Red bajri 235 cum

7.2 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 in stages to proper

grade and camber, applying and brooming requisite type

of screening / binding material to fill up interstices of

coarse aggregate, watering and compacting to the

required density.2350 cum

7.3 Providing and applying tack coat using hot straight run

bitumen of grade VG - 10 including heating the bitumen,

spraying the bitumen with mechanically operated spray

unit fitted on bitumen boiler, cleaning and preparing the

existing road surface as per specifications:

7.3.1 On W.B.M. @ 0.75 Kg / sqm. 6700 sqm

7.3.2 On bituminous surface @ 0.50 Kg / sqm. 18750 sqm

7.4 2 cm premix carpet surfacing with 1.8 cu.m. and 0.90

cu.m. of stone chippings of 13.2 mm size and 11.2 mm

size respectively per 100 sq.m. and 52 kg. and 56 kg. of

hot bitumen per cu.m. of stone chippings of 13.2 mm and

11.2 mm size respectively including a tack coat with hot

straight run bitumen including consolida­tion with road

roller of 6 to 9 tonne capacity etc. com­plete: (tack coat

to be paid for separately).7.4.1 With paving Asphalt grade VG-30with no solvent 6700 sqm

7.4 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.7.4.1 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. 450 cum

7.5 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 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.

7.5.1 40/50 mm compacted thickness with bitumen of grade

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

lime filler @ 3% (percentage by weight of Aggregate)

prepared in Batch Type Hot Mix Plant of 100-120 TPH

capacity. 350 cum

7.6 Providing and applying 2.5mm thick road marking strips

(retro-reflective) 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. 650 sqm

8 D R A I N A G E

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

R.C.C. 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 :

8.1.1 450 mm dia. R.C.C. pipe 80 metre

8.1.2 900 mm dia. R.C.C. pipe 25 metre

9 HORTICULTURE & LANDSCAPING

9.1 Supplying and stacking of good earth at site including

royalty and carriage up to 1km (earth measured in stacks

will be reduced by 20% for payment).6000 cum

10 MINOR CIVIL MAINTENANCE WORK

10.1 Extra for carriage of good earth beyond the initial lead of

1Km, as taken in respective item & lead upto 20 Km. 6000 Cum

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SCHEDULE OF QUANTITY

Construction of Bituminous approach road from G.T. road to Chandel Gate i/c widening of existing Air

Strip Road

INDIAN INSTITUTE OF TECHNOLOGY KANPUR

INSTITUTE WORKS DEPARTMENT

DIVISION -I

NIT No.- 13/C/D1/2013-14/01

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