Construction of Boundary wall with gate, security room, and Site Development work at IIC Bargarh.

Sl. No. Description of Item Schedule Amount Total Amount

Sl. No. Description of Item Schedule Amount Total Amount

Sand Filling & Earth

Gate with security

Digitally signed by Rakesh

CONSTRUCTION OF BOUNDARY WALL ALONG WITH GATE AND SECURITY AND EARTH FILLING AT IIC BARGARH.

*Rates including taxes

Abs. Schedule Non-Schedule

Head Description of Item Unit Qnty. Schedule Schedule Amount

Sr. Rate Amount

1 Civil Works 0.00 0.00

2 A. SITE DEVELOPMENT 0.00 0.00

Cleaning & grubbing road land including uprooting

rankvegetation,grass ,bushes, shurbes, sapling and trees

girth upto 300mm ,removal of stumps of trees cut earier

3 1 and disposal of unsevicable materials and stacking of sqm 66498.280 7.5874 5,04,549.05 0.00

servicable materials to be used or auctioned up to lead of

1000 meters including removal and disposal of top organic

soil not exceeding 150mm thickness.

Excavation of founation by chiselling including dressing and

levelling the bed not exceeding 1.5m in depth and

depositing the soil within initial lead of 50m and as per

specification approved by Engineewr in charge

Cutting in disintegrated rock not requiring blasting to be

removed by pick axes and crow bars and depositing

5 3 materials within 50m initial lead and 1.5m initial lift cum 24256.800 1233.1 2,99,11,060.08 0.00

including rough dressing as per direction and specification

of the department including stacking the useful materials

separately as ordered.

7 B. BOUNDARY WALL 0 0.00 0.00

Excavation in all kinds of soil, soft or hard including,

but excluding soft and hard rock, using equipments like

pick-axe & shovel, Backhoe Loaders, excavators as

necessary & including shoring, strutting, bailing, pumping

out of water. Excavated materials disposed and levelled

within a lead upto 500 m within site boundary all complete

as per the drawing, technical specifications & as directed by

Engineer in Charge

Filling in foundation, trenches and plinth with river sand,

well watered and compacted in layers of 0.3 mtr, with top

surface dressed and leveled to proper gradient including

9 2 cost of all materials, conveyance, all taxes and royalties, cum 355.950 1233.1 4,38,921.95 0.00

loading and unloading, including cost of all labour,

sundries, T & P etc. All complete as per directions of the

Engineer -in-charge.

Providing and laying plain cement concrete of proportion

(1:3:6) in foundation and floors using 4 cm. size black hard

crusher broken granite stone metal and screened and

washed sharp sand for mortar of approved quality and from

approved quarry including hoisting, lowering, laying

concrete, ramming, watering and curing etc. complete to

required levels laid in layers not exceeding 15 cm. thick in

each layer including cost, conveyance, royalties of all

materials and cost of all labours,labour cess, T&P etc

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

Providing, lifting, hoisting and laying Reinforced cement

concrete of M-25 grade as per approved designs and

drawings having a minimum compressive strength (in work

test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after

mixing and test conducted in accordance with I.S. 516

using 12 mm. to 20 mm. size black hard crushed broken

granite stone chips and screened and washed sharp sand

for mortar of approved quality from approved quarry,

washed and cleaned ( 20mm. size chips not to exceeds 25

%) to be mixed in concrete mixture with Portland slag

cement (PSC) including hoisting, lowering, laying and

11 4 compaction concrete by using vibrators, watering and 0 0.00 0.00

curing for 28 days, centering and shuttering then after

dismantling and removing debris from the work site and

finishing the exposed surface smooth providing grooves or

beads wherever necessary including cost, conveyance,

loading, unloading, royalties and taxes of all materials and

cost of all labours, sundries, T & P required of the work

etc.complete in all respect as directed by the Engineer-in-

Charge. But excluding cost and conveyance of M.S. rods or

Tor steel and binding wires and labour charges for

straightening, cutting, bending etc. of M.S. rods or tor steel

tying the grills and placing in proper position.

12 Foundation 0 0.00 0.00

13 a. Foundation and plinth cum 830.550 8804.216 73,12,341.60 0.00

15 Ground Floor 0 0.00 0.00

Supplying Cutting, straightening coiled or bent up M.S. Rod

or tor steel of primary steel producers such as SAIL / Tiscon

/ RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D)

etc. including bending, binding, welding and jointing if

necessary and tying the grills and placing in position as

required for R.C.C. Work and for providing fan hooks as

18 5 required, hoisting, lowering, laying including cost, 0 0.00 0.00

conveyances, taxes of M.S. Rod or tor steel and binding

wires of 18 to 20 gauge and labour required for the work

for bending, binding and tying the grills in all floors with

labour cess etc. (payment will be made on standard weight

of B.I.S. for M.S. Rods or tor steel only) etc. complete as

per specification & direction of Engineer-in-charge.

Abs. Schedule Non-Schedule

Head Description of Item Unit Qnty. Schedule Schedule Amount

Sr. Rate Amount

Providing Fly ash bricks masonry work using 23 Cm. x 11

Cm. x 8 Cm having crushing strength not less than

75Kg/Sqcm in cement mortar (1:6). Immersing the bricks

in water before use in all necessary projection splays

21 6 cutting, circular moulding, corbelling etc. Including cost of 0 0.00 0.00

conveyance ,taxes & royalties, loading and unloading of all

materials & cost of all labour, scaffolding ,watering & curing

,sundries, T & P etc. complete as per the direction of

Engineer-in-charge .

Providing 16 mm thick cement plaster with cement mortar

of mix (1:6) with screened and washed sharp sand for

mortar and finished smooth to the rough surface of walls in

all heights after racking out joints including watering and

23 7 curing, rounding of corners, providing grooves where ever 0 0.00 0.00

necessary with cost, conveyance, royalties of all materials

with cost of all labour,labour cess, T&P, and scaffolding

required for the work etc. complete in all respect as

directed by the Engineer in charge.

Wall painting two coats with Weather coat paint (1st

quality) exterior grade of approved make & approved shade

over a coat of primer to make an even finished surface in all

25 8 floors and heights with all scaffolding and staging charges 0 0.00 0.00

including cost, conveyance, cost of all labours, T & P,

sundries etc. as required for the work complete in all

respect as per the direction of the Engineer-in-Charge.

Priming one coat with wall cement primer (water bound) to

make an even finished surface in all floors and heights to

wall surface of approved make and shade including sand

27 papering, applying putty wherever necessary & cost of 0 0.00 0.00

scaffolding, staging charges with cost, conveyance, cost of

all labour,labour cess T&P etc. complete as per the direction

of the Engineer-in-charge.

Excavating, supplying and filling of local earth (including

royalty) by mechanical transport upto a lead of 5km also

including ramming and watering of the earth in layers not

exceeding 200 mm in trenches, plinth, sides of foundation

etc. all complete as per drawings, specifications and as

directed by Engineer in Charge.

Filling in foundation, trenches and plinth with river sand,

well watered and compacted in layers of 0.3 mtr,with top

surface dressed and leveled to proper gradient including

32 2 cost of all materials,conveyance, all taxes and royalties, cum 53904.000 1233.1472 6,64,71,566.67 0.00

loading and unloading, including cost of all labour,

sundries, T & P etc. All complete as per directions of the

SUB TOTAL -in-charge. 9,79,66,434.08 0.00

48 E. GATE WITH SECURITY ROOM 0 0.00 0.00

49 1 Earthwork Excavation 0 0.00 0.00

Excavation in all kinds of soil, soft or hard including,

but excluding soft and hard rock, using equipments like

pick-axe & shovel, Backhoe Loaders, excavators as

necessary & including shoring, strutting, bailing, pumping

out of water. Excavated materials disposed and levelled

within a lead upto 500 m within site boundary all complete

as per the drawing, technical specifications & as directed by

Engineer in Charge.

52 2 Sand Filling 0 0.00 0.00

Filling in foundation, trenches and plinth with river sand,

well watered and compacted in layers of 0.3 mtr, with top

surface dressed and leveled to proper gradient including

53 cost of all materials, conveyance, all taxes and royalties, Cum 15.37 1233.1 18,954.44 0.00

loading and unloading, including cost of all labour,

sundries, T & P etc. All complete as per directions of the

54 3 Engineer -in-charge.

Providing and laying plain cement concrete of proportion

(1:3:6) in foundation and floors using 4 cm. size black hard

crusher broken granite stone metal and screened and

washed sharp sand for mortar of approved quality and from

approved quarry including hoisting, lowering, laying

concrete, ramming, watering and curing etc. complete to

required levels laid in layers not exceeding 15 cm. thick in

each layer including cost, conveyance, royalties of all

materials and cost of all labours,labour cess, T&P etc

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

Providing, lifting, hoisting and laying Reinforced cement

concrete of M-25 grade as per approved designs and

drawings having a minimum compressive strength (in work

test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after

mixing and test conducted in accordance with I.S. 516

using 12 mm. to 20 mm. size black hard crushed broken

granite stone chips and screened and washed sharp sand

for mortar of approved quality from approved quarry,

washed and cleaned ( 20mm. size chips not to exceeds 25

Abs. Schedule Non-Schedule

Head Description of Item Unit Qnty. Schedule Schedule Amount

Sr. Rate Amount

in concrete mixture with Portland slag cement (PSC)

including hoisting, lowering, laying and compaction

concrete by using vibrators, watering and curing for 28

days, centering and shuttering then after dismantling and

removing debris from the work site and finishing the

exposed surface smooth providing grooves or beads

58 wherever necessary including cost, conveyance, loading, 0 0.00 0.00

unloading, royalties and taxes of all materials and cost of all

labours, sundries, T & P required of the work etc.complete

in all respect as directed by the Engineer-in-Charge. But

excluding cost and conveyance of M.S. rods or Tor steel and

binding wires and labour charges for straightening, cutting,

bending etc. of M.S. rods or tor steel tying the grills and

placing in proper position.

59 Foundation and plinth 0 0.00 0.00

63 Ground Floor 0 0.00 0.00

66 First Floor 0 0.00 0.00

70 5 Reinforcement 0 0.00 0.00

Supplying Cutting, straightening coiled or bent up M.S. Rod

or tor steel of primary steel producers such as SAIL / Tiscon

/ RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D)

etc. including bending, binding, welding and jointing if

necessary and tying the grills and placing in position as

required for R.C.C. Work and for providing fan hooks as

71 required, hoisting, lowering, laying including cost, 0 0.00 0.00

conveyances, taxes of M.S. Rod or tor steel and binding

wires of 18 to 20 gauge and labour required for the work

for bending, binding and tying the grills in all floors with

labour cess etc. (payment will be made on standard weight

of B.I.S. for M.S. Rods or tor steel only) etc. complete as

per specification & direction of Engineer-in-charge.

72 Foundation and plinth qtl 19.51 10501.056 2,04,875.60 0.00

Fly Ash brick masonry in cement mortar (1:6) in super

structure using Fly Ash bricks of 25 x 12 x 8 cm size having

a crushing strength of not less than 75 kg./sqcm with

dimensional tolerance ± 2% including splays cutting circular

moulding chamfering and corbelling and similar such type

75 of works with all necessary projections watering and curing 0 0.00 0.00

after immersing the bricks in water at least for six hours

before use including cost, conveyance, royalties and taxes

of all materials with all labour,labour cess and T & P

required for the work complete in all respect as per

direction of Engineer-in-Charge.

77 7 16 mm Plastering 0 0.00 0.00

Providing 16 mm thick cement plaster with cement mortar

of mix (1:6) with screened and washed sharp sand for

mortar and finished smooth to the rough surface of walls in

all heights after racking out joints including watering and

78 curing, rounding of corners, providing grooves where ever 0 0.00 0.00

necessary with cost, conveyance, royalties of all materials

with cost of all labour,labour cess, T&P, and scaffolding

required for the work etc. complete in all respect as

directed by the Engineer in charge.

80 8 12 mm Plastering 0 0.00 0.00

Providing 12 mm thick cement plaster with cement mortar

of mix (1:6) with screened and washed sharp sand for

mortar and finished smooth to the rough surface of walls in

all heights after racking out joints including watering and

81 curing, rounding of corners, providing grooves where ever 0 0.00 0.00

necessary with cost, conveyance, royalties of all materials

with cost of all labour,labour cess, T&P, and scaffolding

required for the work etc. complete in all respect as

directed by the Engineer in charge.

83 9 6 mm Plastering 0 0.00 0.00

Providing 6 mm thick cement plaster with cement mortar of

mix (1:4) with screened and washed sharp sand for mortar

and finished smooth to R.C.C. work after closed deep

chipping & slurry treatment including watering and curing,

84 rounding of corners, providing grooves where ever 0 0.00 0.00

necessary with cost, conveyance, royalties of all materials

with cost of all labour, T&P, and scaffolding required for the

work etc. complete in all respect as directed by the

Engineer in charge.

86 10 Vitrified Floor Tiles 0 0.00 0.00

Supplying, fitting and fixing Double charge vetrified tiles of

premium grade having thickness 8mm to 10mm confirming

to IS 13756 of size 600mm x 600mm plain (Ivory) stain

free & Germs free of approved make (JOHNSON /OASIS /

SOMANY/ KAJARIA or equivalent ) in floors on 20mm thick

bed of C.M. (1:4) (1cement:4course sand) and filling the

joint with white cement mixed with pigment to match the

shades of the tileincluding cost of all materials, labour,

labour cess, T&P etc. required for the work complete in all

respect as directed by the Engineer in charge.

Abs. Schedule Non-Schedule

Head Description of Item Unit Qnty. Schedule Schedule Amount

Sr. Rate Amount

89 11 Vitrified Floor Skirting 0 0.00 0.00

Providing, fitting, fixing Double charge vitrified tiles of

premium grade having thickness 8mm to 10mm confirming

to IS 13756 of size 600mm x 600mm plain (Ivory) of

approved make (JOHNSON /OASIS / SOMANY/ KAJARIA or

equivalent ) as directed by Engineer-in-charge in dados

skirting and risers of steps on 12mm thick cement plaster

(1:3) jointed with neat cement slurry mixed with pigment

to match the shades of the tiles including rubbing and

polishing etc. complete with cost, conveyance, royalties of

all materials all labour,labour cess complete in all respects.

Supplying , fitting and fixing of openable UPVC doors with

93 door frame of approved make with 6mm thick glass of sqm 1.58 10244.9016 0.00 16,135.72

approved quality complete with frame, shutters and all

fitting and fixtures.

Supplying , fitting and fixing of two track UPVC sliding

95 window of approved make with 6mm thick glass of sqm 1.80 5853.9446 0.00 10,537.10

approved quality complete with frame, shutters and all

fitting and fixtures.

96 14 UPVC VENTILATOR 0 0.00 0.00

Supplying and fixing-Fixing of Un-plasticised poly vinyl

chloride (UPVC) (FENESTA/NCL VEKA LTD.) Ventilators Top

Hung-60-Series duly manufactured using UPVC reinforced

profiles of 60mm x 50mm x 2.5mm for outer frames, 75mm

for outer frames. 75mm x 60mm x 2.5mm for casement

window sash profile capable of mounting single glazing

system, structurally reinforced with hhot dip galvanised up

to 50 microns of minimum thickness of 1.5 mm

prefabricated & welded through fusion welding the window

97 sash shall be fitted with EPDM weathering seal resistant sqm 0.36 10494.625 0.00 3,778.07

accessories like clipping locking system made of aluminium

1 No. per set of sashes and th esystem isto be installed at

the site using anchor fasteners, silicon rubber sealant,easy

glazing/deglazing at site etc. including cost and conveyance

of all material, accessories, labour charges, materials and

product conforming to ASTM D 638-14,EN-447-95 and

other applicable codes and standards.(Ref.-Office of the

Engineer-In-Chife (CIVIL), Odisha Nirman Soudha,

Bhubaneswar. Lt. No-16100)

Supplying, fitting & fixing in all floors of M.S. grills, grill

gates, M.S. gates, garage door, collapsible gates with top

and bottom rails, steel windows, critical frames for

windows, stair case and parapet railing made out of M.S

Square bar/ flat including stair case hand railing with

40mm. dia G.I.pipe etc. including painting two coats over a

coat of redoxide primer as per approved drawing and

design with cost of all materials & labour, labour cess, T&P,

sundries etc. complete in all respect as per specification &

direction of the Engineer-in-Charge.

101 13 External Painting 0 0.00 0.00

103 14 Interior Painting 0 0.00 0.00