sch-1

schdule 1 ITEMS OF USSOR 2021 Unit Qty

1 11030 Earthwork in filling in embankment, guide bunds, around buried
type
abutments, bridge gaps, trolley refuges, platforms etc. with
contractor's
own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after
preparation of foundations as applicable, benching in existing
banks
wherever required, spreading in layers with motor grader,
bringing the
moisture content to OMC, mechanical compaction to specified
density
and dressing of bank to final profile as per RDSO
Specifications:
RDSO/2020/GE: IRS-0004 with latest correction slips.
Note:
1) Foundation preparation, Benching including additional
earthwork on Cum 0.00
account of this, wherever required, shall be paid extra under
relevant
schedule item for benching.
2) Payment for Earthwork under this item shall be made based
on the
cross section measurements calculated (i) with original ground
profile
of existing bank based on initial ground levels before doing
benching
and (ii) final profile of the bank worked out with final levels as
per prevailing guidelines

11032 using soil class SQ2 Cum 318.74 48000

2 12060

Manufacturing and supply of blanketing material by wet

mixing of different types of naturally available suitable
soil including additional blending with naturally available CUM 701.23
or manufactured material as required to achieve
specified gradation, in designed proportion in Pug mill or
wet mix plant to have uniform gradation as per RDSO
Specification No. RDSO/2020/GE: IRS-0004 with latest
correction slips including all incidental transportation
and stacking at site in Stacks. Note: Measurement shall
be done in as per Stack measurement. 3500
3 13022 Turfing with planted doob grass 100 SQM 6,482.31 12
4 51070

Providing and laying Pitching with Stone Boulders,

weighing not less than 35kg each with voids filled with
cement sand mortar 1:4 on slopes laid over prepared
filter media including boulder apron laid dry in front of cum
toe of embankment complete as per drawing and
Technical Specifications (filter media to be paid
separately under the relevant item). Rate is excluding
cost of cement which shall be paid extra under relevant
item 400.00 2,865.50
5 25071 Ordinary Portland Cement 43 grade approved MT
brands/makes 85.00 8,153.06

Total sch 1=
schdule-2 All items of DSR 2020-HORTICULTURE

total sch 2-

schdule-3 ITEM OF DSR 2021

1 2.6.1 All kinds of soil Cum 205.45 800
2 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded
Cum 6833.4 2200
stone aggregate 20 mm nominal size)
3 4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from Cum 7783.65 1650
6 5.9.1 Foundations, footings, bases of columns, etc. for mass
m2 307.95 750
concrete
7 5.9.2 Walls (any thickness) including attached pilasters,
m2 669.55 1500
butteresses, plinth and string courses etc.
8 5.9.3 Suspended floors, roofs, landings, balconies and access
m2 766.55 150
platform
9 5.9.5 Lintels, beams, plinth beams, girders, bressumers and
m2 608.35 100
cantilevers
10 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts m2 804.25 50
11 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or
KG 89.65 35000
more.
5.33 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
1.10 times of the specified minimum cement content,
the contractor shall have discretion to either re-design
the mix or bear the cost of extra cement.
 5.33.1 All works upto plinth level
12 5.33.1.1 Concrete of M25 grade with minimum cement content
Cum 8683.80 60
of 330 kg /cum
5.33.2.1 Concrete of M25 grade with minimum cement content of 330 10306.20
cum 20
kg/cum
13 5.35 Add for using extra cement in the items of design mix
Quital 688.45 100
over and above the specified cement content therein.
6.4 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 :

14 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 8512.1 65

15 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 6882 85
13.1 12 mm cement plaster of mix :
16 13.1.1 1:4 (1 cement: 4 fine sand) m2 294.85 3000
8.2 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 of edges to give high gloss finish etc.
complete at all levels.
8.2.2.1 Area of slab upto 0.50 sqm 4679.35
m2
15
8.2.2.2 Area of slab over 0.50 sqm 4425.35
m2
35
18 8.31 Providing and fixing Ist quality ceramic glazed wall tiles
conforming to IS: 15622 (thickness to be specified by
the manufacturer), of approved make, in all colours,
shades except burgundy, bottle green, black of any size
as approved by Engineer-in-Charge, in skirting, risers of
steps and dados, over 12 mm thick bed of cement m2 1063.45
mortar 1:3 (1 cement : 3 coarse sand) and jointing with
grey cement slurry @ 3.3kg per sqm, including pointing
in white cement mixed with pigment of matching shade
complete.
150
9.21 Providing and fixing ISI marked flush door shutters
conforming to IS : 2202 (Part I) non-decorative type,
core of block board construction with frame of 1st class
hard wood and well matched commercial 3 ply
veneering with vertical grains or cross bands and face
veneers on both faces of shutters:
19 9.21.2 30 mm thick including ISI marked Stainless Steel butt
m2 1881.95 20
hinges with necessary screws
9.48 Providing and fixing M.S. grills of required pattern in
frames of windows etc. with M.S. flats, square or round
bars etc. including priming coat with approved steel
primer all complete.
20 9.48.1 Fixed to steel windows by welding kg 181 240
9.96 Providing and fixing aluminium sliding door bolts, ISI
marked anodised (anodic coating not less than grade
AC 10 as per IS : 1868), transparent or dyed to required
colour or shade, with nuts and screws etc. complete :

21 9.96.1 300x16 mm Each 260.3 10

 9.97 Providing and fixing aluminium tower bolts, ISI marked,
anodised (anodic coating not less than grade AC 10 as
per IS : 1868 ) transparent or dyed to required colour or
shade, with necessary screws etc. complete :

22 9.97.2 250x10 mm Each 104.4 10

9.1 Providing and fixing aluminium handles, ISI marked,
anodised (anodic coating not less than grade AC 10 as
per IS : 1868) transparent or dyed to required colour or
shade, with necessary screws etc. complete :
23 9.100.1 125 mm Each 60.05 20
9.101 Providing and fixing aluminium hanging floor door
stopper, ISI marked, anodised (anodic coating not less
than grade AC 10 as per IS : 1868) transparent or dyed
to required colour and shade, with necessary screws
etc. complete.
24 9.101.1 Single rubber stopper Each 35.5 10
10 STEEL WORK
25 10.2 Structural steel work riveted, bolted or welded in built
up sections, trusses and framed work, including cutting,
hoisting, fixing in position and applying a priming coat Kg 111.95
of approved steel primer all complete. 10000
10.28 Providing and fixing stainless steel ( Grade 304) railing made
of Hollow tubes, channels, plates etc., including welding,
grinding, buffing, polishing and making curvature (wherever
required) and fitting the same with necessary stainless steel
nuts and bolts complete, i/c fixing the railing with necessary
accessories & stainless steel dash fasteners , stainless steel
bolts etc., of kg 612.25
required size, on the top of the floor or the side of waist slab
with suitable arrangement as per approval of Engineer-in-
charge, (for payment purpose only weight of stainless steel
members shall be considered excluding fixing accessories such
as nuts, bolts, fasteners etc.).
1000
10.5 Providing and fixing 1mm thick M.S. sheet door with
frame of 40x40x6 mm angle iron and 3 mm M.S. gusset
plates at the junctions and corners, all necessary
fittings complete, including applying a priming coat of
approved steel primer.
26 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 4781.15 15
10.13 Providing and fixing T-iron frames for doors, windows
and ventilators of mild steel Tee-sections, joints mitred
and welded, including fixing of necessary butt hinges
and screws and applying a priming coat of approved
steel primer.
27 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in
cement concrete block 15x10x10 cm of C.C. 1:3:6 (1
Cement : 3 coarse sand : 6 graded stone aggregate 20 Kg 114.65
mm nominal size). 250
10.25 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.
30 10.25.2 In gratings, frames, guard bar, ladder, railings,
Kg 142.3 1200
brackets, gates and similar works
 11.20 Chequerred precast cement concrete tiles 22 mm thick
in footpath & courtyard, jointed with neat cement slurry
mixed with pigment to match the shade of tiles,
including rubbing and cleaning etc. complete, on 20
mm thick bed of cement mortar 1:4 (1 cement: 4 coarse
sand).
31 11.20.1 Light shade pigment using white cement m2 1233.05 1400
33 11.7 Cement concrete pavement with 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal Cum 7958.65
size), including finishing complete. 120
11.26 Kota stone slab flooring over 20 mm (average) thick
base laid over and jointed with grey cement slurry
mixed with pigment to match the shade of the slab,
including rubbing and polishing complete with base of
cement mortar 1 : 4 (1 cement : 4 coarse sand) :
34 11.26.1 25 mm thick m2 1706.6 400
35 11.38 Providing and laying Ceramic glazed floor tiles of size
300x300 mm (thickness to be specified by the
manufacturer), of 1st quality conforming to IS : 15622,
of approved make, in all colours, shades, except White,
Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed m2 1107.05
of cement mortar 1:4 (1 Cement : 4 Coarse sand),
jointing with grey cement slurry @ 3.3 kg/ sq.m
including pointing the joints with white cement and
matching pigments etc., complete.
60
11.41 Providing and laying vitrified floor tiles in different sizes
(thickness to be specified by the manufacturer) with
water absorption less than 0.08% and conforming to IS:
15622, of approved make, in all colours and shades,
laid on 20mm thick cement mortar 1:4 (1 cement : 4
coarse sand), jointing with grey cement slurry @ 3.3 kg/
sqm including grouting the joints with white cement
and matching pigments etc., complete.

36 11.41.2 Size of Tile 600x600 mm m2 1416.65 80

12.1S SHEET ROOFING
37 12.50 Providing and fixing precoated galvanised iron 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 m2 671.55
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.
400
12.41 Providing and fixing on wall face 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, (i) Single
socketed pipes.
39 12.41.2 110 mm diameter m 319.75 450
40 13.18 Neat cement punning. m2 67.8 50
13.48 Finishing with Deluxe Multi surface paint system for
interiors and exteriors using Primer as per
manufacturers specifications :

41 13.48.1 Two or more coats applied multi surface paint system

for interious and exterious using--- m2 158.95
1600
43 13.48.3 Painting Steel work with Deluxe Multi Surface Paint to
give an even shade. Two or more coat applied @ 0.90
ltr/10 sqm over an under coat of primer applied @ 0.80 m2 140.05
ltr/10 sqm of approved brand and manufacture 580
13.80 Providing and applying white cement based putty of average 123.85
thickness 1 mm, of approved brand and manufacturer, over
the plastered wall surface to prepare the surface even and m2
smooth complete.
300
44 16.3.3 53 mm to 22.4 mm size stone aggregate
Cum 1837.25 2200
46 16.4 Laying, spreading and compacting stone aggregate of
specified sizes to WBM specifications in uniform
thickness, hand picking, rolling with 3 wheeled
road/vibratory roller 8-10 tonne capacity in stages to
proper grade and camber, applying and brooming m2 865.8
requisite type of screening / binding material to fill up
interstices of coarse aggregate, watering and
compacting to the required density .
2200
16.91.2 80 mm thick C.C. paver block of M-30 grade with approved 1011.20
m2 200
color design and pattern.
17.1 Providing and fixing water closet squatting pan (Indian
type W.C. pan ) with 100 mm sand cast Iron P or S trap,
10 litre low level white P.V.C. flushing cistern, including
flush pipe, with manually controlled device (handle
lever) conforming to IS : 7231, with all fittings and
fixtures complete, including cutting and making good
the walls and floors wherever required:
48 17.1.1 White Vitreous china Orissa pattern W.C. pan of size
Each 5781.35 4
580x440 mm with integral type foot rests
17.2 Providing and fixing white vitreous china pedestal type
water closet (European type W.C. pan) with seat and
lid, 10 litre low level white P.V.C. flushing cistern,
including flush pipe, with manually controlled device
(handle lever), conforming to IS : 7231, with all fittings
and fixtures complete, including cutting and making
good the walls and floors wherever required :
49 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid
Each 5540.55 4
50 17.7.3 White Vitreous China Wash basin size 550x400 mm
Each 2040.85 4
with a pair of 15 mm C.P. brass pillar taps
17.28 Providing and fixing P.V.C. waste pipe for sink or wash
basin including P.V.C. waste fittings complete.
17.28.1 Semi rigid pipe
51 17.28.1.1 32 mm dia Each 90.95 6
52 17.31 Providing and fixing 600x450 mm beveled edge mirror
of superior glass (of approved quality) complete with 6
mm thick hard board ground fixed to wooden cleats Each 1411.15
with C.P. brass screws and washers complete.
4
 17.4 Providing and fixing white vitreous china flat back or
wall corner type lipped front urinal basin of
430x260x350 mm and 340x410x265 mm sizes
respectively with automatic flushing cistern with
standard flush pipe and C.P. brass spreaders with brass
unions and G.I clamps complete, including painting of
fittings and brackets, cutting and making good the walls
and floors wherever required :
53 17.4.1 One urinal basin with 5 litre white P.V.C. automatic
Each 5268.85 4
flushing cistern
18.11 Providing and fixing G.I. Pipes complete with G.I. fittings
and clamps, i/c making good the walls etc. concealed
pipe, including painting with anti corrosive bitumastic
paint, cutting chases and making good the wall :

54 18.11.1 15 mm dia nominal bore m 485.2 30

55 18.11.2 20 mm dia nominal bore m 541.1 60
18.12 Providing and fixing G.I. pipes complete with G.I. fittings
including trenching and refilling etc.-External work

18.12.1 15 mm dia nominal bore m 267.5 50

18.12.2 20 mm dia nominal bore m 315.35 80
56 18.12.5 40 mm dia nominal bore m 558.35 600
57 18.12.6 50 mm dia nominal bore m 654.2 600
18.18 Providing and fixing ball valve (brass) of approved
quality, High or low pressure, with plastic floats
complete :
58 18.18.1 15 mm nominal bore Each 348.85 5
59 18.18.3 25 mm nominal bore Each 399.15 5
18.19 Providing and fixing gun metal non- return valve of
approved quality (screwed end) :
18.19.4 50 mm nominal bore
60 18.19.4.1 Horizontal Each 1173.65 2
18.17 Providing and fixing gun metal gate valve with C.I.
wheel of approved quality (screwed end) :
61 18.17.4 50 mm nominal bore Each 878.25 4
18.21 Providing and fixing uplasticised PVC connection pipe
with brass unions :
18.21.2 45 cm length
62 18.21.2.1 15 mm nominal bore Each 85.2 10
18.42 Boring with 100 mm diameter casing pipe for hand
pump / tubewell, in all soils except ordinary hard rocks
requiring blasting, including removing the casing pipe
after the hand pump / tube well is lowered and tested :

63 18.42.1 Up to 6 metres depth m 618 12

64 18.42.2 Beyond 6 m and up to 12 m depth m 730.95 14
65 18.42.3 Beyond 12 m and up to 18 m depth m 847.35 14
66 18.43 Providing and placing in position filters of 40 mm
diameter G.I. pipe with brass strainer of approved m 813.25
quality. 40
67 18.44 Providing and fixing to filter and lowering to proper
levels 40 mm G.I. pipe for tube well including cleaning m 499.8
and priming the tube well. 40
68 18.45 Providing and placing in position hand pump of
approved quality for 40 mm diameter G.I. pipe
complete with all accessories. Each 1178.65

2
18.46 Providing and fixing G.I. Union in G.I. pipe including
cutting and threading the pipe and making long screws
etc. complete (New work) :
69 18.46.1 15 mm nominal bore Each 262.3 15
70 18.46.2 20 mm nominal bore Each 289.05 15
71 18.46.3 25 mm nominal bore Each 369.35 10
72 18.46.6 50 mm nominal bore Each 706.7 10
73 18.48 Providing and placing on terrace (at all floor levels)
polyethylene water storage tank, IS : 12701 marked,
with cover and suitable locking arrangement and
making necessary holes for inlet, outlet and overflow Litre 9.7
pipes but without fittings and the base support for tank.
35000
18.49 Providing and fixing C.P. brass bib cock of approved
quality conforming to IS:8931 :
74 18.49.1 15 mm nominal bore Each 434.2 20
18.52 Providing and fixing C.P. brass stop cock (concealed) of
standard design and of approved make conforming to
IS:8931.
76 18.52.1 15 mm nominal bore Each 594.75 15
18.53 Providing and fixing C.P. brass angle valve for basin
mixer and geyser points of approved quality conforming
to IS:8931
77 18.53.1 15mm nominal bore Each 500.35 10
18.54s PTMT FITTINGS
18.57 Providing and fixing PTMT, push cock of approved
quality and colour.
79 18.57.1 15 mm nominal bore, 98 mm long, weighing not less
Each 96.45 20
than 75 gms
19.1 Providing, laying and jointing glazed stoneware pipes
class SP-1 with stiff mixture of cement mortar in the
proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete :
80 19.1.2 150 mm diameter M 591.4 150
19.2 Providing and laying cement concrete 1:5:10 (1
cement : 5 coarse sand : 10 graded stone aggregate 40
mm nominal size) all-round S.W. pipes including bed
concrete as per standard design :
81 19.2.1 100 mm diameter S.W. pipe M 895.5 150
19.6 Providing and laying non-pressure NP2 class (light duty)
R.C.C. pipes with collars jointed with stiff mixture of
cement mortar in the proportion of 1:2 (1 cement : 2
fine sand) including testing of joints etc. complete :

82 19.6.2 150 mm dia. R.C.C. pipe M 493.1 90

83 21.1.1.2 Powder coated aluminium (minimum thickness of powder
kg 466.30
coating 50 micron) 300
84 21.3.1 With float glass panes of 4.0 mm thickness (weight not less 1019.80
sqm 20
than 10kg/sqm)
total sch 2=
sch 3(for
NS ITEM
1 NS-1

Description: Manufacturing, supplying & fixing of pr-

fabricated RCC coping stone of size 530mm x 1125mm x
100mm thick as per top face designed and approved by EACH
site Engineer with M-30 grade RCC with 8 mm dia. tor
steel at 150mm c/c both ways and manufactured by
vibro compaction process using jointless FRP/GRP steel
moulds of required size, shape & design. The item
includes cost of cement, reinforcement, transportation
etc complete in all respect. 1041.89 2200
2 NS-2

Providing, hoisting and fixing in position M25Grade

Reinforced cement concrete in Precast standard
Platform wall sections, including the cost of centring, CUM
shuttering, finishing, Admixtures in recommended
proportion (as per IS 9103) t o accelerate, retard setting
of concrete, improve work ability without impairing
strength and durability but excluding the cost of cement
and steel reinforcement, as per approved plan & as per
direction of the Engineer incharge. 3159 216
3 NS-3 NS-3 Providing & fixing 25mm thick Tactile
300x300mm size on floor on 20mm thick 1:4
mortor bed including pointing with matching color
cement etc. Including all material,labour,freight & SQM 3422.96
all taxes complete as per satisfaction of engineer
incharge.
430
SCH-3 TOTAL
TOTAL SCH(1+2+3)
Amount

15299520

2454305
77787.72
 1146200

693010.1

19670822.8

0
164360

15033480
12843022.5

230962.5

1004325

114982.5

60835
40212.5

3137750

0
 0

521028
206124

68845

0
553286.5
584970
0
884550

70190.25

154887.25

159517.5

37639

0
43440

0
2603
 0
1044

0
1201

0
355
0

1119500

612250

0
71717.25

28662.5

170760
 0
1726270

955038

0
682640

66423

0
113332
0

268620

0
143887.5
 3390

254320

81229

37155

4041950

1904760
202240

23125.4

22162.2

8163.4

0
0
545.7

5644.6
 0

21075.4

0
14556
32466

0
13375
25228
335010
392520

0
1744.25
1995.75

0
0
2347.3

0
3513

0
0
852

0
7416
10233.3
11862.9

32530

19992
 2357.3

0
3934.5
4335.75
3693.5
7067

339500

0
8684

0
8921.25

0
5003.5
0

1929

0
88710

0
134325

0
44379
139890
20396
50203238.7
 2292158

682344

1471872.8
4446374.8
74320436.4
743204.36
75063640.8
75063.64
3970866.59
79109571