Construction of Central Covered Court Yard at various JNVs in the state of Odisha.

ABSTRACT OF COST

S.N. DESCRIPTION OF ITEM QUANTITY UNIT RATES

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 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 2994.97 CUM 196.00

foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by

ramming and watering, lead upto 50 m and lift upto 1.5 m.

3 2.25a Excavating, supplying and filling of local earth (including royalty) by 2306.22 CUM 700.50

mechanical transport upto a lead of 5km also including ramming and watering of the earth in

layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

4 2.27 Supplying and filling in plinth with sand under floors, including watering, 2385.45 CUM 2123.75

ramming,consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering

and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived

5 4.1.8 from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural 1433.55 CUM 6812.00 9765342.60

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 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

6 5.33 reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be

payable separately. in case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-design the mix or bear

the cost of extra cement.

a 5.33.1 All works upto plinth level Concrete of M25 grade with minimum cement 1235.89 CUM 9504.75 11746837.00

content of 330 kg/cum

b 5.33.2 All works above plinth level upto floor V level Concrete of M25 grade with 698.47 CUM 9860.40 6887161.62

minimum cement content of 330 kg/cum

c 5.9 Centering and shuttering including strutting, propping etc. and removal of

form for all heights :

d 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 923.40 SQM 392.15 362111.31

e 5.9.5 Lintels, beams, plinth beams, girders, bressumers 1254.00 SQM 736.40 923445.60

f 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. 2986.80 SQM 961.30 2871210.84

Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 2840874.28

7 6.4.2 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 311.98 cum 9105.95

1:6 (1 cement: 6 coarse sand)

8 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in 157318.00 kg 107.85 16966746.30

position and binding all complete above plinth level. Thermo-Mechanically Treated bars of

grade Fe-500 D or more.

9 13.4.2 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) 1230.06 sqm 343.65 422710.12

10 13.5 15 mm cement plaster on the rough side of single or half brick wall of mix :

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with

neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning

etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

Medium shade pigment using 50% white cement 50% Grey cement

12 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of the slab, including

rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

13 6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.5. (non 2030.15 m 59.45 120692.42

modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement: 4

Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having

VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,

dirt resistance exterior paint of required shade with silicon additives. New work (Two or more

14 13.48A.1 coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer 541.50 sqm 181.25 98146.88

applied @ 0.90 litre/10 sqm.

Finishing walls with textured exterior paint of required shade: New work

(Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer

applied @ 2.20kg/10 sqm

16 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved 4137.82 sqm 156.05

brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth

17 15.2.2 Demolishing cement concrete manually/ by mechanical means including 1311.00 cum 1503.60

disposal of material within 50 metres lead as per direction of Engineer in charge. Nominal

concrete 1:4:8 or leaner mix (including equivalent design mix)

Disposal of building rubbish / malba / similar unserviceable, dismantled or

waste materials by mechanical means, including loading, transporting, unloading to approved

municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for

all leads including all lifts

Digitally signed by JAYA

S.N. DESCRIPTION OF ITEM QUANTITY UNIT RATES

Designing (i/c cost of design vetting from reputed IIT, NIT or equivalent Govt. Engineering

College), fabricating, testing, supplying, erection and fixing in position Self Supported Truss less

ROOFING SYSTEMS at roof level of the structure for all heights and all levels, having the following

specifications Material Specification BM : Imported /Colour Coated Galvalume BMT : 1.0 mm to 1.6

mm ; APT: 1.05 mm to 1.65 mm Tolerance : +-0.04mm WIDTH : 912mm ; Tolerance : +-4mm

YST (Yield strength): 350 Mpa Coating: AZ 150 GSM. Colour : as directed by the Engineer- in-

Charge The scope of work shall be including: (a) Structural analysis & design and preparation of

shop drawings for the specified design loads conforming to IS Code (the system must passe the

proof test at 1.5 times design wind pressure without any failure i/c Design vetting. (b)

Consumables Anchors, Fasteners, Washers, Epoxy Paint, Lacer, Rubber Paint etc (c) Fabricating

and supplying Hangers for electrical wiring fitments as per the drawing (d) Making provision for

drainage system to make it watertight, providing suitable gutter profiles at bottom (if required).

This item includes cost of all inputs of designing, labour for fabricating and installation of Self

Supported Truss less Roofing System, T&P, scaffolding and other incidental charges including

19 MR wastages etc., enabling temporary structures and services, cranes or cradles etc. as described 18470.00 SQM 3,252.00 6,00,64,440.00

above and as specified. The item includes the cost of getting all the structural and functional design

including shop drawings checked by a structural designer, dully approved by the Engineer In-

charge. The item also includes the cost of all mock ups field tests on the assembled working system

as specified, cleaning and protection till the handing over of the building for occupation. In the end,

the Contractor shall provide a water tight roofing system with all the performance characteristics

etc. all complete as required, as per the Architectural drawings, as per item description, as

specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.(Mode of

Measurment shall be the covered area of structure L X B)

P/F Stainless Steel (304 Grading) railing made of hollow tubes channels plates, etc

including welding grinding, buffing polishing and making curvature (wherever required) and

fitting the same with necessay stainless steel nuts and bolts complete, i/c fixing the railing with

necessary accesories and stainless steel dqash fasteners, stainless bolts etc. of required size. on the

20 10.28 top of the floors or side of waist slab with suitable arrangement as per approval of Engineer in 6617.70 KG 772.40 5111511.48

charge (for payment purpose only weight of stainless steel members shall be considered

excluding fixing accesories)

Digitally signed by JAYA

Construction of Central Covered Court Yard in JNVs at Odisha Distt: Bargarh, Bhadrak, Boudh, Deogarh, Gajapati, Jagatsinghpur, Jajpur, Jharsuguda, Kendrapara, Khurda,

Koraput, Malkangiri-I, Malkangiri-II, Nabarangpur, Nayagarh, Nuapada, Puri, Rayagada & Sonepur.

ESTIMATE OF ELECTRICAL WORKS

S.N. DSR- Amount

2022 DESCRIPTION OF ITEM QUANTITY UNIT RATES

Internal Electrical Work

Wiring for light point/ fan point/ exhaust fan point/ call bell point with

1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /

1 1.8 recessed medium class PVC conduit, with modular switch, modular plate,

suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required.

2 1.14 Wring for circuit/ submain wiring alongwith earth wire with the following sizes of

FRLS PVC insulated copper conductor, single core cable in surface/ recessed

medium class PVC conduit as required.

Supplying and fixing following way, three pole and neutral, sheet steel, MCB

distribution board, 415 volts, on surface/ recess complete with tinned copper

3 2.4 busbar, neutral busbar, earth bar, din bar, detachable gland plate,

interconnections, phosphatized and powder painted including earthing etc. as

required. (But without MCB/ RCCB/ Isolator)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature

circuit breaker suitable for inductive load of following poles in the existing MCB DB

4 2.10.1 complete with connections, testing and commissioning etc. as required.Single 266.00 Nos 256.00 68096.00

Supply, Installation and Commisioning LED Flood Light 60W with Wall

5 MR Bracket and all necessary fittings required. 266.00 Nos 7500.00 1995000.00

6 MR Supply, Installation and Commisioning of Industrial Air Circulatin High 190.00 Nos 12000.00 2280000.00

Speed Wall Fan 24" 250 Watt.

Digitally signed by JAYA

Construction of Central Covered Court Yard in JNVs at Odisha Distt: Bargarh, Bhadrak, Boudh, Deogarh, Gajapati, Jagatsinghpur, Jajpur, Jharsuguda, Kendrapara, Khurda,

Koraput, Malkangiri-I, Malkangiri-II, Nabarangpur, Nayagarh, Nuapada, Puri, Rayagada &

ABSTRACT OF COST

S.N. DSR- DESCRIPTION OF ITEM QUANTITY UNIT RATES Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means

over areas (exceeding 30cm in depth. 1.5 m 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.

All kinds of soil

2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of 114.00 cum 196.00

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.

Providing and laying in position cement concrete of specified grade excluding the

3 4.1 cost of centering and shuttering - All work up to plinth leve

4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-iii) derived from natural sources : 10 graded stone 180.12 cum 6518.60

aggregate 40 mm nominal size derived from natural sources)

Cement concrete flooring 1:2:4 (1 cement 2 coarse sand 4 graded stone aggregate)

finished with a floating coat of neat cement, including cement slurry, but excluding the

4 11.3.1 cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate 524.40 sqm 545.00 285798.00

Providing and laying damp-proof course 40mm thick with cement concrete

5 4.10 1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stoneaggregate 1048.80 sqm 410.85 430899.48

12.5mm nominal size)

6 6.1.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand) 157.32 cum 7132.25 1122045.57

7 13.7 15 mm cement plaster on rough side of single or half brick wall of mix:

13.7.2 Cement mortar 1:6 (1 cement: 6 coarse sand) 1732.80 sqm 395.35 685062.48

Digitally signed by JAYA