Construction of Boundary wall along with metal peripheral road at Barkani, Dumetra from Bagan Basti, Barkani under Phase-I

Grand Total A 4,16,67,680.99

Grand Total B 38,32,319.00

2023 Item Description of Indicative Items Unit Quantity Rate Amount

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 cum 850.00 729.80 620330.00

corresponding basic item for depth upto 1.5 metre)

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 67.00 1432.95 96007.65

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

of foundations etc. in layers not exceeding 20cm in depth, consolidating

2.25 each deposited layer by ramming and watering, lead up to 50 m and lift Cum 905.00 196.00 177380.00

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

ramming, consolidating and dressing complete.

1.1.2 Carriage of material By Mechanical Transport including loading,unloading

and stacking Earth

Providing and laying in position cement concrete of specified grade

4.1 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 natural sources :

4.1.6 6 graded stone aggregate 40 mm nominal size derived from natural cum 78.00 7178.75 559942.50

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

form for all heights :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm. 576.00 392.15 225878.40

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 Sqm. 927.25

5.9.5 Lintels, beams, plinth beams, qirders, bressumers and cantilever Sqm. 1155.00 736.40 850542.00

5.9.6 Columns, pillars, piers, abutments, posts and struts Sqm. 2200.00 961.30 2114860.00

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

5.33.2 All works above plinth level upto floor V level

Digitally signed by JAYA

5.33.2.1 Concrete of M25 grade with minimum cement Cum 840.00 9860.40 8282736.00

content of 330 kg /cum

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

specified cement content therein.

Steel Reinforcement for RCC work including strengthening, cutting,

bending, placing in position binding all complete upto plinth level

5.22.6 Thermo mechanically treated bars of grade Fe500D or more kg 124700.00 107.85 13448895.00

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 angle iron, meter 1197.00 375.80 449832.60

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,

10.25 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

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

13.52.1 and applied as per manufacturer's specifications including appropriate

priming coat, preparation of surface, etc. complete. On steel work

Applying one coat of water thinnable cement primer of approved brand

13.43.1 and manufacture on wall surface :

Water thinnable cement primer

13.37.1 New work three or more coats Sqm 8300.00 39.50 327850.00

13.1 12 mm cement plaster of mix :

13.1.1 1:4 (1 cement: 4 fine sand) sqm 0.00 347.05

6.34 Brick work with non modular fly ash brick conforming IS 12894

6.34.2 Cement mortar 1:6 (1 Cement:6 Sand) Cum 2.60 8752.55 22756.63

13.2 15mm cement plaster on rough side

13.3 20mm cement plaster of mix

13.16 6mm cement plaster of mix

Finishing walls with Acrylic Smooth exterior paint of required shade : New

13.46 work (Two or more coat applied @ 1.67 ltr/10 sqm over and including

priming coat of exterior primer applied @ 2.20 kg/10 sqm)

11.3 Cement concrete flooring 1:2:4

11.3.1 40mm thick with 20mm nominal size stone aggregate Cum 5.50 614.20 3378.10

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

13.9.2 20mm cement plaster Sqm 1.00 587.20 587.20

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 1.00 1064.65 1064.65

9.48 Providing and fixing MS Grills of required pattern

9.48.1 Fixed to eteel window by welding KG 11.36 219.10 2489.37

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 location of pile including

NS2 setting out the pile location and shifting the rig after the boring and LS 0.20 100000.00 20000.00

completion of piling works to the next location as directed by Engineerin-

Charge, with all labour, tools, tackles, etc. complete.

Digitally signed by JAYA

20.1 Providing driving with hydraulic piling rigs..

Total of RCC Compound Wall 41667680.99

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 rubbish, lead up to sqm 4800.00 34.15 163920.00

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 700.00 395.30 276710.00

2.3 Banking excavated earth by mechanical/manual means in layers not

Preparation and consolidation of sub grade with power road roller of 8 to

12 tonne capacity after excavating earth to an average of 22.5 cm depth,

16.1 dressing to camber and consolidating with road roller including making Cum 840.00 218.9 183876.00

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,

16.79 laying in uniform layers with mechanical paverfinisher in sub- base / base cum 630 2914.3 1836009.00

course on well 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.

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

spreading in layers of size not exceeding 300 mm compacted thickness,

MR 1 rolling with 3-wheeled road roller 8-10 tonne (minimum 06 number of Cum 630 528 332640.00

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 without levying recovery

charges, but the materials will be collected by the bidder

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 specification, all Cum 630 594 374220.00

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 top-most layer with power roller of

2.3.1 minimum 8 tonnes and dressing up, in embankments for roads, flood cum 1260 197.9 249354.00

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

All kinds of soil

Total of 3.50m Metal Road 3832319.00

Gross Total 45499999.99

Digitally signed by JAYA