Part A - Assistant divisional Engineer, Jabalpur - Provision of drainage and height gauge for LHS 326, 329, 339 & 341. Part B - Jabalpur division - Provision of sacrifical Height gauges 24 nos at 12 locations (with steel girder) Part C - Jabalpur Division - Jabalpur division replacement of Non - standard height gauge at 5 location ( 10 Nos).

Item- 2 Part A - DSR 2021 items

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

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.

Excavation work by mechanical means

(Hydraulic excavator)/ manual means in

foundation trenches or drains (not exceeding

1.5m 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 soils as

directed, within a lead of 50 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 200 6833.4 1366680

from natural sources : 6 graded stone aggregate

20 mm nominal size derived from natural

5.0 REINFORCED 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 :

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

5.9.2 Walls (any thickness) including attached Sqm 2000 669.55 1339100

7 pilasters, butteresses, plinth and string courses

5.22S STEEL REINFORCEMENT

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

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 23300 89.65 2088845

10.0 STEEL WORK

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.

10.19 Providing and fixing mild steel round holding Kg 2400 88.5 212400

10 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 4200 140.15 588630

washers 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. as

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 3200 142.3 455360

brackets, gates and similar works

12.0 ROOFING

Providing and fixing on wall face unplasticised -

PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

12.50 Providing and fixing precoated galvanised iron Sqm 4500 671.55 3021975

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-charge)

0.50 mm (+ 0.05 %) total coated thickness 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.

Providing and fixing precoated galvanised steel

sheet roofing accessories 0.50 mm (+0.05 %)

total coated thickness, Zinc coating 120 grams

12.51 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

using self drilling/ self tapping screws complete :

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing with Epoxy paint (two or more coats) at

all locations prepared and applied as per

13.52 manufacturer's specifications including

appropriate priming coat, preparation of surface,

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

19.0 DRAINAGE

Providing and fixing square-mouth S.W. gully trap

class SP-1 complete with C.I. grating brick

masonry chamber with water tight C.I. cover with

frame of 300 x300 mm size (inside) the weight of

cover to be not less than 4.50 kg and frame to be

not less than 2.70 kg as per standard design:

Providing and laying non-pressure NP2 class

(light duty) R.C.C. pipes with collars jointed with

19.6 stiff mixture of cement mortar in the proportion

of 1:2 (1 cement : 2 fine sand) including testing

of joints etc. complete :

Schedule Schedule 2-Total Part A- Portion -2 USSOR 2021

Item- 2 Portion - 2- USSOR 2021

S No. Item Description of Item Unit Qty Rate Amount

Supply and using Cement at Worksite

1 025072 Ordinary Portland Cement 53 grade of approved MT 150.00 9075.23 1361284.50

Grouting of masonry/concrete by injection

process duly Sealing of cracks, through nipples

complete as per Technical Specification and

procedure given in IRBM Para No 209 including

necessary admixture. Payment shall be as per

use of cement by weight in case of neat

cement/cement mortar grouting and weight of

Epoxy in case of Epoxy Grouting. (Cement will be

compound w.r.t. cement.

Schedule Schedule 3-Part B - Provision of sacrifical Height gauges 24 Nos at 12 locations (with steel girder)

Item- 3 Part B - DSR 2021 items

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

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

lift upto 1.5 m, as directed by Engineer-in-

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

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

2.7 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-in-

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 200 7365.15 1473030

from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

5.0 REINFORCED 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 :

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 3000 307.95 923850

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 30000 89.65 2689500

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded in Kg 100000 111.95 11195000

built up sections, trusses and framed work,

8 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer

10.19 Providing and fixing mild steel round holding Kg 120 88.5 10620

9 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 2400 140.15 336360

washers complete.

12.0 ROOFING

Providing and fixing on wall face unplasticised -

PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

Providing & fixing UV stabilised fiberglass

reinforced plastic sheet roofing up to any pitch,

including fixing with polymer coated 'J' or 'L'

hooks, bolts & nuts 8mm dia. G.I plain/bitumen

washers complete but excluding the cost of

purlins, rafters, trusses etc. The sheets shall be

manufactured out of 2400 TEX panel rovigs

incorporating minimum 0.3% ultra-violet

stabiliser in resin system under approximately

2400 psi and hot cured. They shall be of uniform

pigmentation and thickness without air pockets

and shall conform to IS 10192 and IS 12866.The

sheets shall be opaque or translucent, clear or

pigmented, textured or smooth as specified.

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

step-down (2" or 3" or 6" ) as specified

13.0 FINISHING

Painting with aluminium paint of approved brand

and manufacture to give an even shade .

16.0 ROAD WORK

16.3 Supplying and stacking at site.

16.42S CONCRETE PAVEMENTS

sand : 4 graded stone aggregate 40 mm nominal

14 size) in pavements, laid to required slope and

camber in panels as required including

consolidation finishing and tamping complete.

Schedule Schedule 4-Part C- Replacement of Non - standard height gauge at 5 locations.

Item- 4 Part C- DSR 2021 items

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

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

lift upto 1.5 m, as directed by Engineer-in-

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

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

2.7 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-in-

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement concrete

4.1 of specified grade excluding the cost of centering

and shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 100 7365.15 736515

from natural sources : 4 graded stone aggregate

20 mm nominal size derived from natural

5.0 REINFORCED 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 :

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 :

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY

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 1500 307.95 461925

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 20833 89.65 1867678.45

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded in Kg 41666 111.95 4664508.7

built up sections, trusses and framed work,

8 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer

10.19 Providing and fixing mild steel round holding Kg 50 88.5 4425

9 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 1000 140.15 140150

washers complete.

12.0 ROOFING

Providing and fixing on wall face unplasticised -

PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

Providing & fixing UV stabilised fiberglass

reinforced plastic sheet roofing up to any pitch,

including fixing with polymer coated 'J' or 'L'

hooks, bolts & nuts 8mm dia. G.I plain/bitumen

washers complete but excluding the cost of

purlins, rafters, trusses etc. The sheets shall be

manufactured out of 2400 TEX panel rovigs

incorporating minimum 0.3% ultra-violet

stabiliser in resin system under approximately

2400 psi and hot cured. They shall be of uniform

pigmentation and thickness without air pockets

and shall conform to IS 10192 and IS 12866.The

sheets shall be opaque or translucent, clear or

pigmented, textured or smooth as specified.

step-down (2" or 3" or 6" ) as specified

13.0 FINISHING

Painting with aluminium paint of approved brand

and manufacture to give an even shade .

16.0 ROAD WORK

16.3 Supplying and stacking at site.

16.42S CONCRETE PAVEMENTS

sand : 4 graded stone aggregate 40 mm nominal

14 size) in pavements, laid to required slope and

camber in panels as required including

consolidation finishing and tamping complete.

JABALPUR DIVISION-ENGG/WEST CENTRAL RLY