Two miscellaneous work under Divisional Engineer(HQ)Jabalpur jurisdiction. Part- 1:-Repairs to colony road at Subash Colony, Tagore colony, Millenium Colony, Prakash colony & Pachpedi colony in SSE/Wks/East/Jabalpur Section under ADEN (HQ) Jabalpur Sub division. Part-2 : Repair and improvement of colony road, Parking sheds, Compound wall and chain link partition in staff Qtrs in RB-I 389 to RB-I 400 and RB-I 381 to RB-I 388 of Bajrang colony at Jabalpur under ADEN (HQ)Jabalpur sub-division.

Prakash Colony & Pachpedi Colony in SSE/Wks/East/JBP Section under ADEN (HQ) JBP Sub division.

Item- 1 All Schedule items of DSR-2023

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as

2.6 well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m

and for all lift, as directed by Engineer-in-

5.0 REINFORCEMENT CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 10000 107.85 1078500

15.0 DISMANTLING AND DEMOLISHING

15.1S General

15.60 Disposal of building rubbish / malba / similar cum 100 263.95 26395

unserviceable, dismantled or waste materials by

mechanical means, including loading,

3 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.

16.0 ROAD WORK

16.30S PREMIX CARPET

Providing and applying tack coat using hot

straight run bitumen of grade VG - 10, including

heating the bitumen, spraying the bitumen with

mechanically operated spray unit fitted on

bitumen boiler, cleaning and preparing the

existing road surface as per specifications :

16.40S SEAL COAT

16.40 Providing and laying seal coat of premixed fine Sqm 6937 88.55 614271.35

aggregate ( passing 2.36 mm and retained on

180 micron sieve) with bitumen using 128 kg of

5 bitumen of grade VG - 10 bitumen per cum of

fine aggregate and 0.60 cum of fine aggregate

per 100 sqm of road surface, including rolling

and finishing with road roller all complete.

16.42S CONCRETE PAVEMENTS

16.42 Cement concrete 1:2:4 (1 cement : 2 coarse cum 250 7993.8 1998450

sand : 4 graded stone aggregate 40 mm

nominal size) in pavements, laid to required

slope and camber in panels as required

including consolidation finishing and tamping

16.49S MISCELLANEOUS

Providing and laying Dense Graded Bituminous

Macadam using crushed stone aggregates of

specified grading, premixed with bituminous

binder and filler, transporting the hot mix to

work site by tippers, laying with paver finisher

equipped with electronic sensor to the required

grade, level and alignment and rolling with

smooth wheeled, vibratory and tandem rollers

as per specifications to achieve the desired

compaction and density, complete as per

specifications and directions of Engineer-in-

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

16.54.1 50 to 100 mm average compacted thickness cum 397 11129.55 4418431.35

with bitumen of grade VG-30 @ 5% (percentage

by weight of total mix) and lime filler @2%

(percentage by weight of Aggregate) prepared

in Batch Type Hot Mix Plant of 100-120 TPH

16.68 Providing and laying 60mm thick factory made Sqm 500 972 486000

cement concrete interlocking paver block of M -

30 grade made by block making machine with

strong vibratory compaction, of approved size,

8 design & shape, laid in required colour and

pattern over and including 50mm thick

compacted bed of coarse sand, filling the joints

with line sand etc. all complete as per the

direction of Engineer-in-charge.

16.69 Providing and laying at or near ground level cum 5 10117.6 50588

factory made kerb stone of M-25 grade cement

concrete in position to the required line, level

and curvature, jointed with cement mortar 1:3

(1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints

except at sharp curve shall not to more than

5mm), including making drainage opening

wherever required complete etc. as per

direction of Engineer-in-charge (length of

finished kerb edging shall be measured to

calculate volume for payment). (Precast C.C.

kerb stone shall be approved by Engineer-in-

Schedule 2-Part-2 : Repair and improvement of colony road, Parking sheds, Compound wall and

Schedule chain link partition in staff Qtrs In RB-I 389 to RB-I 400 and RB-I 381 to RB-I 388 of Bajrang colony

at Jabalpur under ADEN (HQ)JBP sub-division.

Item- 1 All Schedule items of DSR-2023

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as

2.6 well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m

and for all lift, as directed by Engineer-in-

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

of specified grade excluding the cost of

centering and shuttering - All work up to plinth

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

3 4.3.1 Foundations, footings, bases for columns Sqm 64 392.15 25097.6

5.0 REINFORCEMENT CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. for Sqm 144 392.15 56469.6

5.9.2 Walls (any thickness) including attached Sqm 200 842.5 168500

7 pilasters, buttresses, plinth and string courses

5.9.5 Lintels, beams, plinth beams, girders, Sqm 148 736.4 108987.2

bressummers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 126 961.3 121123.8

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 2000 107.85 215700

6.0 MASONRY WORK

6.1S General

Brick work with common burnt clay F.P.S. (non

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

Brick work with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

8.0 CLADDING WORK

8.1S General

Providing and fixing 18 mm thick gang saw cut,

mirror polished, premoulded and prepolished,

machine cut for kitchen platforms, vanity

counters, window sills, facias and similar

locations of required size, approved shade,

colour and texture laid over 20 mm thick base

cement mortar 1:4 (1 cement : 4 coarse sand),

joints treated with white cement, mixed with

matching pigment, epoxy touch ups, including

rubbing, curing, moulding and polishing to edges

to give high gloss finish etc. complete at all

8.2.2 Granite stone slab colour black, Cherry/Ruby red

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

Providing edge moulding to 18 mm thick marble

stone counters, Vanities etc., including machine

8.3 polishing to edge to give high gloss finish etc.

complete as per design approved by Engineer-

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded in Kg 16646.4 133.7 2225623.68

built up sections, trusses and framed work,

15 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 2000 172.6 345200

brackets, gates and similar works

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

12.50 Providing and fixing precoated galvanised iron Sqm 864 738.65 638193.6

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-charge)

of total coated thickness 0.50 mm (base metal

of minimum 0.45 mm thickness with total

coating thickness of 0.05 mm) with zinc coating

120 grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18

microns. Sheet should have protective guard

film of 25 microns minimum to avoid scratches

during transportation and should be supplied in

single length upto 12 metre or as desired by

Engineer-in-charge. The sheet shall be fixed

using self drilling /self tapping screws of size

(5.5x 55 mm) with EPDM seal, complete upto

any pitch in horizontal/ vertical or curved

surfaces, excluding the cost of purlins, rafters

and trusses and including cutting to size and

shape wherever required.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of paris putty of 2 Sqm 3000 262.7 788100

20 mm thickness over plastered surface to prepare

the surface even and smooth complete.

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint system

13.48 for interiors and exteriors using Primer as per

manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 Sqm 5376 193.7 1041331.2

21 sqm over and including one coat of Special

primer applied @ 0.75 ltr /10 sqm

15.0 DISMANTLING AND DEMOLISHING

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

15.1S General

15.60 Disposal of building rubbish / malba / similar cum 500 263.95 131975

unserviceable, dismantled or waste materials by

mechanical means, including loading,

22 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.

16.0 ROAD WORK

16.49S MISCELLANEOUS

16.68 Providing and laying 60mm thick factory made Sqm 240 972 233280

cement concrete interlocking paver block of M -

30 grade made by block making machine with

strong vibratory compaction, of approved size,

23 design & shape, laid in required colour and

pattern over and including 50mm thick

compacted bed of coarse sand, filling the joints

with line sand etc. all complete as per the

direction of Engineer-in-charge.

Providing and fixing G.I. chain link fabric fencing

of required width in mesh size 50x50 mm

16.70 including strengthening with 2 mm dia wire or

nuts, bolts and washers as required complete as

per the direction of Engineer-in-charge.

16.83 Taking out existing CC interlocking paver blocks Sqm 420 131.75 55335

from footpath/ central verge, including removal

of rubbish etc., disposal of unserviceable

25 material to the dumping ground, for which

payment shall be made separately and stacking

of serviceable material within 50 metre lead as

per direction of Engineer-in-Charge.

16.84 Laying old cement concrete interlocking paver Sqm 300 402.95 120885

blocks of any design/ shape laid in required line,

level, curvature, colour and pattern over and

including 50 mm thick compacted bed of coarse

sand, filling the joints with fine sand etc. all

complete as per the direction of Engineer-in-

charge. (Old CC paver blocks shall be supplied

by the department free of cost).

20.0 PILE WORK

20.1S General

Boring with hydraulic piling rigs with power

units, providing and installing cast in situ single

under reamed piles of specified diameter and

length below pile cap in M-25 cement concrete,

to carry a safe working load not less than

20.3 specified, excluding the cost of steel

reinforcement but including the cost of boring

with bentonite solution and the length of the pile

to be embedded in pile cap etc. all complete.

(Length of pile for payment shall be measured

upto to the bottom of pile cap) :