Construction of Peripheral Boundary wall (8.77 Km) around the Maithon Township at Maithon Project, DVC, Maithon, Dhanbad, Jharkhand

ABSTRACT OF COST

Sl No. DESCRIPTION AMOUNT (IN RS)

1 Precast boundary wall, Length 8.77 KM and height 3.0 Mts. From NGL 6,43,78,781.75

3 Add Cost Index on DSR 2023 @ 12% for Dhanbad District ₹ 77,25,453.81

Cost i/c GST after Multiplication with multiplying factor 0.973 as per the CPWD

circular on DSR items only

6 SubTotal Including GST [C] :- ₹ 7,01,57,421.20

PRECAST BOUNDARY WALL AT MAITHON PROJECT, DVC, MAITHON

Description DSR Rate Qty. Amount (Rs.)

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees

and saplings of girth up to 30 cm measured at a height of 1 m above ground level

and removal of rubbish up to a distance of 50m outside the periphery of the area

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

manual means over areas (exceeding 30 cm in depth, 1.5 m 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-incharge

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

4 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each cum 196.00 20.00 3920.00

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

Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade

6 4.1 excluding the cost of centering and shuttering - All work up to plinth 0.00

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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

7 4.1.5 sources : 6 graded stone aggregate 20 mm nominal size 7294.70 902.23 6581511.77

derived from natural sources) Cum

Demolishing cement concrete manually / by mechanical means including disposal

8 15.2.1 of material within 50 metres lead as per direction of Engineer - in - charge. 2434.25 10.00 24342.50

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) cum

Demolishing brick work manually/ by mechanical means including stacking of

9 15.7.4 serviceable material and disposal of unserviceable material within 50 metres lead 2060.20 10.00 20602.00

as per direction of Engineer-in-charge. In cement mortar cum

Dismantling manually/ by mechanical means including stacking of serviceable

10 15.43.1 material and disposal of unserviceable material within 50 metres lead as per 217.45 200.00 43490.00

direction of Engineer-in-charge : Water bound macadam road

Dismantling manually/ by mechanical means including stacking of serviceable

11 15.43.2 material and disposal of unserviceable material within 50 metres lead as per 428.50 200.00 85700.00

direction of Engineer-in-charge : Bituminous road Sqm

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 involved.

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Fabrication and manufacturing of solid precast concrete element

with provisions of shear keys, connecting loops, dowel tubes and

proper lifting accessories for walls, beams, slabs, stairs, column

etc, of various thickness, shape and size of different concrete grades

manufactured in controlled factory environment with approved

methodology including moulds (Pallet system, Tilts form, table

moulds, battery moulds, vertical moulds, beam moulds, column

moulds, staircase moulds, Facade mould, etc.), mixing, transporting

and placing of concrete, vibrating, curing, finishing, making necessary

cutout/holes of required sizes for services, yard handling & stacking

all complete as per IS 11447:1985 and as per approved shop drawings

and design mix as per the direction of Engineer-in-Charge (Cost of

reinforcement, Mechanical, Electrical and Plumbing inserts will be

paid separately)

13 26.74 with provisions of shear keys, connecting loops, dowel tubes and

proper lifting accessories for walls, beams, slabs, stairs, column

etc, of various thickness, shape and size of different concrete grades

manufactured in controlled factory environment with approved

methodology including moulds (Pallet system, Tilts form, table

moulds, battery moulds, vertical moulds, beam moulds, column

moulds, staircase moulds, Facade mould, etc.), mixing, transporting

and placing of concrete, vibrating, curing, finishing, making necessary

14 26.74.1 Concrete grade M-35 (Cement content 370 kgs) Cum 20928.70 1548.83 3,24,15,031.91

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

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

16 5.22A.2 Hard drawn steel wire Kg 95.80 92929.90 8902684.04

Transportation of Precast Elements by flat bed Trailor (Double / Triple

axle 40ft Length with proper accessories like A frame etc) from

factory, including the cost of loading , unloading & stacking at site

with the help of required capacity cranes.

19 26.76.2 Add/Deduct over item 26.76.1 for every additional lead of 5 km (Up to 30 Km) MT 892.75 7350.06 6561764.32

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Erection & Installation of Precast/Prestressed Concrete elements in

correct & final position with proper line level and plumb at site making

all arrangements (i.e cranes, push-pull jacks & all another T & P for

lifting Placing & Alignment of elements, within erection tolerance as

per IS 15916 as per approved shop drawings and all complete as per

the direction of Engineer-in-Charge but excluding the cost of sim

pads, non shrink grout and steel works i.e hangers. All work up to

21 26.77.3 Solid concrete wall elements Cum 2720.30 1548.83 4213286.60

6.34 Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10

22 average compressive strength in super structure above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum

6.45 Half brick masonry with non modular fly ash bricks of class designation 10, conformingio

24 IS :12894, in super structure above plinth and upto floor V level.

6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm

6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course sqm

of half brick masonry.ird course of half brick masonry.

27 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm 343.65 150.00 51547.50

28 13.6.2 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm 466.05 150.00 69907.50

TOTAL SCHEDULE ITEMS (IN Rs.) 6,43,78,781.75

Digitally signed by PRIYA