Construction of permanent Boundary wall along with metal peripheral road at Jharmunda, Barkani under Phase-II

Grand Total A 4,43,87,967.46

Grand Total B 40,74,065.30

DSR 2023 Description of Indicative Items Unit Quantity

2023 Rate GST (Rs.)

RCC COMPOUND WALL

2.31 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 50 m outside the periphery of the area cleared.

2.6 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (

exceeding 30cm in depth , 1.5 m in width as well as 10 sqm on

plan),, including getting out and disposal of surplus excavated

soil upto a lead of 50 m and all lift as directed by EIC .

2.14.1.1 Extra for excavating trenches for pipes, cables, etc. in ordinary/

hard rock exceeding 1.5 m in depth but not exceeding 3 m.

(Rate is over corresponding basic item for depth upto 1.5

2.7 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (

exceeding 30cm in depth , 1.5 m in width as well as 10 sqm on

plan),, including getting out and disposal of surplus excavated

soil upto a lead of 50 m and all lift as directed by EIC .

2.7.3 Hard Rock (Blasting prohibited) Cum 1432.95 76.00 108904.20

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

2.25 depth, consolidating each deposited layer by ramming and 196.00 822.00 161112.00

watering, lead up to 50 m and lift upto 1.5 m.

2.27 Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete. CUM 2123.75 210.00 445987.50

1.1.2 Carriage of material By Mechanical Transport including

loading,unloading and stacking Earth

Providing and laying in position cement concrete of specified

4.1 grade excluding the cost of centering and shuttering - All work

up to plinth level :

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

4.1.6 natural sources : 6 graded stone aggregate 40 mm nominal size 7178.75 82.00 588657.50

derived from natural sources) cum

Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete

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

plinth and string courses etc.

5.9.3 Suspended flools, roofs, landings, balconies and access platform 927.25 10.00

Lintels, beams, plinth beams, qirders, bressumers and

5.9.6 Columns, pillars, piers, abutments, posts and struts Sqm. 961.30 2360.00 2268668.00

Digitally signed by JAYA

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 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.

All works upto plinth level: Concrete of M25 grade with

minimum cement content of 330 kg /cum cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement Cum 9860.40 868.00 8558827.20

content of 330 kg /cum

Add for using extra cement in the items of design mix over and

the specified cement content therein. quintal

Steel Reinforcement for RCC work including strengthening,

5.22 cutting, bending, placing in position binding all complete upto

Thermo mechanically treated bars of grade Fe500D or more

Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 metre openable length ( total

length 90 m), having 50 nos rounds per 6 metre length, upto 3

m height of wall with existing angle iron 'Y' shaped placed 2.4m

or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed

wire, stud tied with G.I. staples and G.I. clips to retain

16.53 horizontal, including necessary bolts or G.I. barbed wire tied to 375.80 1310.00 492298.00

angle iron, all complete as per direction of Engineer-in-charge,

with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick)

wire of high tensile strength of 165 kg/ sq.mm with tape (0.52

mm thick) and weight 43.478 gm/ metre (cost of M.S. angle,

C.C. blocks shall be paid separately) metre

Steel work welded in built up sections/ framed work, including

cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works kg

Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications

including appropriate priming coat, preparation of surface, etc.

complete. On steel work sqm

Applying one coat of water thinnable cement primer of approved

13.43.1 brand and manufacture on wall surface :

Water thinnable cement primer

13.37.1 New work three or more coats Sqm 39.50 9170.00 362215.00

13.1 12 mm cement plaster of mix :

Brick work with non modular fly ash brick conforming IS 12894

6.34.2 Cement mortar 1:6 (1 Cement:6 Sand) Cum 8752.55 5.00 43762.75

13.2 15mm cement plaster on rough side

13.3 20mm cement plaster of mix

Digitally signed by JAYA

13.16 6mm cement plaster of mix

Finishing walls with Acrylic Smooth exterior paint of required

13.46 New work (Two or more coat applied @ 1.67 ltr/10 sqm

over and including priming coat of exterior primer applied

11.3 Cement concrete flooring 1:2:4

11.3.1 40mm thick with 20mm nominal size stone aggregate Cum 614.20 3.00 1842.60

Cement plaster 1:3 finished with a floating coat of neat cement

13.9.2 20mm cement plaster Sqm 587.20 3.00 1761.60

10.5 Providing and fixing 1mm thick M S sheet door..

10.3 Providing and fixing glass panes with putty

10.3.1 4mm thick glass panes Sqm 1064.65 3.00 3193.95

9.48 Providing and fixing MS Grills of required pattern

9.48.1 Fixed to eteel window by welding KG 219.10 12.00 2629.20

19.35 Providing and laying Non Pressure NP3 class RCC pipes

Mobilization of pile boring rigs to execute the piling works in

scheduled time, transportation setting up the same at each

NS2 location of pile including setting out the pile location and shifting 100000.00 0.25 25000.00

the rig after the boring and completion of piling works to the

next location as directed by Engineerin-Charge, with all labour,

tools, tackles, etc. complete.

20.1 Providing driving with hydraulic piling rigs..

Total of RCC Compound Wall 44387967.46

3.50 m Metal Road

2.28 Surface dressing of the ground including removing vegetation

and inequalities not exceeding 15 cm deep and disposal of sqm 34.15 4820.00 164603.00

rubbish, lead up to 50 m and lift up to 1.5 m.

2.2 Earthwork mechanical or manual means in rough excavation ..

2.2.1 All kinds of Soil Cum 395.30 765.00 302404.50

2.3 Banking excavated earth by mechanical/manual means in layers

not exceding ….

Preparation and consolidation of sub grade with power road

roller of 8 to 12 tonne capacity after excavating earth to an

16.1 average of 22.5 cm depth, dressing to camber and consolidating Cum 218.9 884.00 193507.60

with road roller including making good the undulations etc. and

re-rolling the sub grade and disposal of surplus earth with lead

upto 50 metres.

Providing, laying, spreading and compacting graded stone

aggregate (size range 53 mm to 0.075 mm ) to wet mix

macadam (WMM) specification including premixing the material

with water at OMC in for all leads & lifts, laying in uniform layers

16.79 with mechanical paverfinisher in sub- base / base course on well cum 2914.3 690 2010867.00

prepared surface and compacting with vibratory roller of 8 to 10

tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer-in-Charge.

Digitally signed by JAYA

Area levelling with Elast Fce. Slag, SMS Slag Excavation in

dumped slag (Blast Fce slag, SMS slag), in existing slag dumped

area, located at RSp premises,loading in trucks, dumpers.

transportation by road within a distance up to 10 km at the area

where area development is required, unloading, laying.

spreading and compacting slag ballast of size not exceeding 1

50 mm, including screening, crushing, sorting, uniformly

MR 1 spreading in layers of size not exceeding 300 mm compacted 528 642 338976.00

thickness, rolling with 3-wheeled road roller 8-10 tonne

(minimum 06 number of passes, 01 pass means 01 fomard and

01 backward movement of roller in same path) in stages to

proper grade and camber including hire charges of road

roller,watering and compacting to the required density as per

direction of Engineerin-Charge. The spreading of the slag shall

be carried out with the help of a mechanical dozer. (Slag ballast

will be provided to the bidder at the designated place at RSP

Area levelling with FlyAsh Excavation in flyash, located in

dumping yard inside RSp boundary where area development is

required, unloading, laying, spreading in fill area and

compacting in layers not exceeding 200 mm compacted

thickness by specified 3-wheeled road roller 8-10 ton (minimum

06 number of passes, 01 pass means 01 fomard and 01

MR2 backward movement of roller in same path), all as per Cum 594 642 381348.00

specification, all labour and equipment complete. (Fly ash will be

provided to the bidder at the designated place at RSP without

levying recovery charges, but the materials will be collected by

the party at his own arrangement. Finished compacted

thickness shall be measured for payment.)

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

2.3.1 top-most layer with power roller of minimum 8 tonnes and cum 197.9 1284 254103.60

dressing up, in embankments for roads, flood banks, marginal

banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m

All kinds of soil

Total of 3.50m Metal Road 4074065.30

Gross Total 48462032.76

Digitally signed by JAYA