ADM Building.
-
Upload
nayak-gopal -
Category
Documents
-
view
218 -
download
0
Transcript of ADM Building.
-
8/3/2019 ADM Building.
1/80
DETAIL PROJECT REPORT GOVT. POLYTECHNIC @ AFZALPUR
GROUND FLOOR
SL NO. DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT
1 Earth work excavation for foundation #REF! cum 152.00 #REF!
2 ANTI-TERMITE #REF! Sqm 103.00 #REF!
3 PCC BED #REF! cum 2876.00 #REF!
4 FOOTING CONCRETE #REF! cum 4231.00 #REF!
5 CENTEIRNG FOR FOOTINGS #REF! Sqm 140.00 #REF!
6 PLINTH BEAM #REF! cum 4231.00 #REF!
7 Centering to plinth beams #REF! sqm 151.00 #REF!
8 COLUMNS #REF! cum 4231.00 #REF!
9 CENTERING FOR COLUMNS. #REF! sqm 211.00 #REF!
upto First Floor lintel level #REF! sqm 231.00 #REF!
10 CENTERING FOR circularCOLUMNS. #REF! sqm 555.00 #REF!
a. For additional Ht #REF! sqm 575.00 #REF!
11 UCRS MASONRY #REF! cum 1660.00 #REF!
12 CRS MASONRY #REF! cum 2756.00 #REF!
13 FOR RAMP #REF! cum #REF! #REF!
14 EARTH FILLING #REF! cum 68.36 #REF!
15 FLOOR BED #REF! cum 2876.00 #REF!
16 BRICK MASONRY 78.80 cum 3141.00 247495.23Rising of wall up to F.F lintel level 6.07 cum 3166.00 19223.95STEPS 3.21 cum 2996.00 9618.06PARAPET WALL 32.09 cum 2996.00 96126.66
16.a Partition wall 100.00 Sqm 530.00 52997.69
17 SILL & COPING 1.75 cum 3776.00 6614.78
18 Centering to SILL & COPING 10.00 sqm 441.00 4410.00
19 LINTEL BEAMS 6.00 cum 4231.00 25395.65
20 CENTERING FOR LINTELS 50.00 sqm 151.00 7550.60
21 CHAJJA 50.00 sqm 336.00 16800.72
ABSTRACT OF PROPOSED CONSTRUCTION OF ADMINISTRATIVE BUILDING AT
AFZALPUR DIST: GULBARGA
K R U T H IARCHITECTURAL CONSULTANTS
GULBARGA
-
8/3/2019 ADM Building.
2/80
DETAIL PROJECT REPORT GOVT. POLYTECHNIC @ AFZALPUR
22 Centering to Chajja 75.00 sqm 160.00 11999.44
23 ROOF BEAM 20.49 cum 4231.00 86713.50
13.25 cum 4281.00 56741.66
24 CENTERING FOR ROOF BEAMS 136.65 sqm 151.00 20633.81
117.82 sqm 154.00 18143.66
25 ROOF SLAB 133.67 cum 4231.00 565536.62
26 Centering to Roof slab 357.79 sqm 207.00 74061.50
27 G.I.SHEET 17.40 sqm 865.00 15051.00
27.a Dome Portion with Polycorbonate sheets 19.80 sqm 15151.52 300000.10
28 Expansion joint 54.28 M 123.00 6676.44
29 Treatment to Expansion joint #REF! M 1112.00 #REF!
30 MAIN STAIRCASE #REF! cum 4231.00 #REF!
31 Centering to staircase #REF! sqm 305.00 #REF!
32 HAND RAILS 13.00 M 4020.00 52260.00
32.a fixing plaster mesh 100.00 M 30.60 3060.00
33 CEILING PLASTER 300.00 sqm 108.00 32400.13
34 PLASTERING INSIDE 4656.07 sqm 107.00 498199.18
35 PLASTERING OUTSIDE 1056.66 sqm 107.00 113063.04
36 WOODEN FRAMES 1.44 cum 54343.00 78457.71
36.a Fixing of door frame 11.00 No.s 655.00 7205.00
37 DOOR SHUTTER #REF! sqm 2414.00 #REF!
38 Fixing plain rolled glass #REF! sqm 563.00 #REF!
39 Ventilators #REF! kg 30.60 #REF!
40 SOLID PVC DOOR FRAME #REF! M 205.00 #REF!
41 SOLID PANEL PRELAM PVC DOOR SHUTTER #REF! sqm 2000.00 #REF!
42 Fixtures for door
Brass hinges #REF! each #REF! #REF!
Handles Front #REF! each #REF! #REF!
Back #REF! each #REF! #REF!
Al drops #REF! each #REF! #REF!
Tower bolts #REF! each #REF! #REF!
K R U T H IARCHITECTURAL CONSULTANTS
GULBARGA
-
8/3/2019 ADM Building.
3/80
DETAIL PROJECT REPORT GOVT. POLYTECHNIC @ AFZALPUR
Tower bolts for toilet #REF! each #REF! #REF!
Latches #REF! each #REF! #REF!
Rubber bush & wooden door stopper. #REF! each #REF! #REF!For Sliding door #REF! each #REF! #REF!
43 Anodized aluminium windows and ventilators. #REF! sqm 2769.00 #REF!
44 Cement concrete. #REF! sqm 2546.00 #REF!For toilet ventilators adding 20% for louver V2 #REF! sqm 3055.20 #REF!
45 FLOORING #REF! sqm 830.00 #REF!
46 CERAMIC TILES #REF! sqm 583.00 #REF!
47 GLAZED TILES #REF! sqm 667.00 #REF!
48 COLAPSIBLE GATE #REF! sqm 2874.00 #REF!
49 SKIRTING #REF! M 641.00 #REF!
50 GRILL WORK 703.08 Kg 64.30 45208.04
51 POLISH TO WOOD #REF! sqm 76.84 #REF!
52 PAINTING TO steel #REF! sqm 74.41 #REF!
53 Wall Putti #REF! sqm 40.00 #REF!
54 plastic emulsion paint 4656.07 sqm 60.00 279364.03
55 plastic emulsion paint on Ceiling #REF! sqm #REF! #REF!
56 WATER PROOFING CEMENT PAINT 1056.66 sqm 50.00 52833.20
57 Shelves #REF! sqm 833.00 #REF!
58 H.Y.S.D. Steel #REF! qtl 4691.00 #REF!
59 COMPACTION Flagging area 199.70 sqm 3.08 615.08
60 Cement concrete of mix 1:4:8 using 40mm. 19.97 cum 2876.00 57433.72
61 Shahabad /cudappa stone FLOORING 199.70 sqm 478.00 95456.60
62 H.D.P.E. rain down water pipes 35.35 SQM 421.00 14882.35Outlet for Open to sky 16.38 SQM 421.00 6895.98Providing & fixing nahni trap with inspection
chamber for open to sky2.00 SQM 8365.00 16730.00
63 waterproofing treatment 891.10 SQM 518.00 461589.80
#REF!
K R U T H IARCHITECTURAL CONSULTANTS
GULBARGA
-
8/3/2019 ADM Building.
4/80
DETAIL PROJECT REPORT
-
8/3/2019 ADM Building.
5/80
GROUND FLOOR
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
1 Earth work excavation for foundation
KSRB 2-2.2 : Earthwork excavation for foundation of buildings, water supply,sanitary
lines and electrical conduits either inpits or in trenches 1.5m and above in width, in
hard soil not exceeding 1.5m. in depthincluding dressing the bottom and sides
ofpitsand trenches, stacking the excavated soilclear from deges of excavation with
lead upto50 m. after breaking of clods complete as per specifications. specifications.
No. KBS 2.(a) /2.3.5 Page No 6 Item No.2.4
574.04 CUM 152.00
2 ANTI-TERMITE
KSRB -3.2 : Providing and injecting chemical emulsion for Pre-constructional Anti-
Termite Treatment, creating continuous chemical barrier under and around the
column pits, walls, trenches, basement excavation, top surface of the plinth fi ll ing,
junction of wall and floor, along the external perimeter of building, expansion joints,
over the top surface of consolidated earth on which apron is to be laid, surroundig of
pipes and conduits, with chloropyriphos emulsifiable concentrates of 20%
concentration, including cost of chemical, diluting in water to one percent
concentration, labour, HOM of equipments, complete as per specifications. (Plinth
area of the building at ground floor only shall be measured). Specification No. KBS :
3.2.6 / 3.2.7 Page No.9 Item No.3.2
Area = 809.2 809.20 Sqm 103.00
3 P.C.C BED :KSRB 4-1.3 : Providing and laying in posit ion plain cement concrete of
mix 1:4:8 using 40mm and down size graded granite metal machine mixed, concrete
laid in layers not exceeding 15 cms. Thick, well compacted, in foundation and plinth,
including cost of all materials, labour, HOM of machinery, curing complete as per
specifications. Page No. 12 Item No.4.372.94 CUM 2876.00
4 FOOTING CONCRETE
KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of mix
1:1.5:3 with 20mm and down size graded granite metal, machine mixed, concrete
laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth
and ground floor level for retaining walls, return walls, walls (any thickness) including
attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string
or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cil ls,
fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete
as per specifications.Page No. 12 Item No.4.11
203.07 cum 4231.00
5 CENTEIRNG FOR FOOTINGS: KSRB 4-6.1 : Providing and removing centering,
shuttering, strutting, propping etx., and removal of form work for foundations, footings,
bases of columns for mass concrete including cost of all materials, labour complete
as per specifications.Page No. 14 Item No.4.28
493.56 Sqm 140.00
6 PLINTH BEAM
PROPOSED CONSTRUCTION OF ADMINISTRATIVE BUILDING AT AFZALPUR DIST: GULBARGA
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
6/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of mix
1:1.5:3 with 20mm and down size graded granite metal, machine mixed, concrete
laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth
and ground floor level for retaining walls, return walls, walls (any thickness) including
attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string
or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cil ls,
fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete
as per specifications.Page No. 12 Item No.4.11
54.31 cum 4231.00
7 Centering to plinth beams:KSRB 4-6.7 : Providing and removing centering,
shuttering, strutting, propping etx., and removal of form work for sides and soffits of
beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1
m in depth including cost of all materials, labour complete as per specifications.Page
No. 15 Item No.4.34
348.64 sqm 151.00
8 COLUMNS:KSRB 4.2.2 : Providing and laying in position reinforced cement concrete
of mix 1:1.5:3 with 20mm and down size graded granite metal, machine mixed,
concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation
plinth and ground floor level for retaining walls, return walls, walls (any thickness)
including attached plasters, columns, piers, abutments, pillars, posts, struts,
buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,
plain window cills, fillets etc., including cost of all materials, labour, HOM of
machinery, curing, complete as per specifications.Page No. 15 Item No.4.11
69.40 cum 4231.00
9 CENTERING FOR COLUMNS.:KSRB 4-6.5 : Providing and removing centering,
shuttering, strutting, propping etc., for columns, pillars, piers, abutments, post and
struts, square / rectanglurs / polygon in plan including cost of all materials, labour
complete as per specification.Page No. 15 Item No.4.32
482.04 Sqm 211.00upto First Floor lintel level 17.28 Sqm 231.00
10 KSRB 4-6.6 : Providing and removing centering, shuttering, strutting, propping etc.,
and removal of form work for columns, pillars, piers, post and struts, circular or
curved in plan including cost of all materials, labour complete as per
specification.Page No. 15 Item No.4.33
147.47 Sqm 555.00
upto First Floor lintel level 30.54 Sqm 575.00
11 UCRS MASONRY
KSRB 5-1.2 : Providing and constructing granite / trap / basalt rubble stone masonry
in foundation with cement mortar 1.8 (uncoursed), bond stones at two m. apart in
each course including cost of materials, labour, curing complete as per specifications.KBS 5.1.12 Page No.21 Item No.5.2
108.33 cum 1660.00
12 CRS MASONRY
KSRB 5-3.2 : Providing and constructing granite / trap / basalt size stone masonry in
basement with cement mortar 1:6 edges of stones chistle dressed in courses not
less than 15 cms high, bond stones at two m. apart in each course including cost of
materials, labour, curing complete as per specifications. KBN 5.1.13 Page No.21
Item No.5.8
41.56 cum 2756.00
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
7/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
13 FOR RAMP
KSRB 4-1.1 : Providing and laying in position plain cement concrete of mix 1:2:4
using 40mm and down size graded granite metal machine mixed, concrete laid in
layers not exceeding 15 cms. Thick, well compacted, in foundation and plinth,
including cost of all materials, labour, HOM of machinery, curing complete as per
specifications. Page No. 12 Item No.4.1 18.96 cum 3683.00
14 EARTH FILLING
KSRB 2.3 : Filling available excavated earth(excluding rock) in sides of foundations
upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited
layer by ramming after watering with lead upto 50 m. and lift upto 1.5m. including cost
of of all labour complete as per specifications. Page No 6 Item No2.10 (From sump
& septic tank)
683.82 CUM 68.36
for columns & wall fillings (50% of excavation) 55.48 CUM 68.36
15 FLOOR BED
KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8
using 40mm and down size graded granite metal machine mixed, concrete laid in
layers not exceeding 15 cms. Thick, well compacted, in foundation and plinth,
including cost of all materials, labour, HOM of machinery, curing complete as perspecifications. Page No. 12 Item No.4.3
For Rooms (Qty as per earth filling) 85.48 cum 2876.00
16 BRICK MASONRY
KSRB 6-1.3 : Providing and cosntructing burnt brick masonry for basement and
superstructure with approved quality of non modular bricks of standard size of class
designation 35 with cement mortar 1:6 including cost of materials, labour charges,
scaffolding, curing complete as per specifications. Page No.26 Item No.6.3
157.59 cum 3141.00
Rising of wall up to F.F lintel level 2996+145+25 = 3166 6.07 cum 3166.00
Steps 3.21 cum 2996.00
Parapet 32.09 cum 2996.00
16.a Partition wall
KSRB 6-7.3 : Construction of partition wall 11.2 cms thick with non
modular ground moulded burnt bricks of class designation 35 with
cement mortar 1:4 including cost of materials, labour charges,
scaffolding, curing complete as per specifications. Page No.31 Item
No.6.2 Page No. 27 item No. 6.25Net Qty 187.55 Sqm 530.00
17 SILL & COPING
KSRB 4-1.6 : Providing and laying in position plain cement concrete of mix 1:2:4
using 20mm and down size graded granite metal machine mixed, concrete laid inlayers not exceeding 15 cms. Thick, well compacted, in foundation and plinth,
including cost of all materials, labour, HOM of machinery, curing complete as per
specifications. Page No. 12 Item No.4.6
4.75 cum 3776.00
18 Centering for Sill & coping
KSRB 4-6.9 : Providing and removing centering, shuttering, strutting, propping etc.,
for edges of slabs and breaks in floor, cills, plinth including cost of all materials,
labour complete as per specification.Page No. 15 Item No.4.36
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
8/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
20.66 sqm 441.00
19 LINTEL BEAMS:KSRB 4.2.2 : Providing and laying in position reinforced cement
concrete of mix 1:1.5:3 with 20mm and down size graded granite metal, machine
mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in
foundation plinth and ground floor level for retaining walls, return walls, walls (any
thickness) including attached plasters, columns, piers, abutments, pil lars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor
blocks, plain window cil ls, fi llets etc., including cost of all materials, labour, HOM of
machinery, curing, complete as per specifications.Page No. 12 Item No.4.11
12.08 cum 4231.00
20 CENTERING FOR LINTELS
KSRB 4-6.7 : Providing and removing centering, shuttering, strutting, propping etx.,
and removal of form work for sides and soffits of beams, beam haunchings, cantilever
girders, bressumers and lintels not exceeding 1 m in depth including cost of all
materials, labour complete as per specifications.Page No. 15 Item No.4.34
112.76 Sqm 151.00
21 CHAJJA:KSRB 4.2.10 : Providing and laying in position reinforced cement concrete
of mix 1:1.5:3 (M20) with 12 mm and down size graded granite metal, machine
mixed, well compacted for plain chajja of 7.5 cms. Average thickness, upto ground
floor level, including cost of all materials, labour, HOM of machinery, finishing, curing,
complete as per specifications.Page No. 13 Item No.4.19
99.02 Sqm 336.00
22 Centering to Chajja:KSRB 4-6.10 : Providing and removing centering, shuttering,
strutting, propping etc., for chajjas, corbels etc., including edges including cost of all
materials, labour complete as per specification.Page No. 15 Item No.4.37
150.41 Sqm 160.00
23 ROOF BEAM:KSRB 4.2.2 : Providing and laying in position reinforced cement
concrete of mix 1:1.5:3 with 20mm and down size graded granite metal, machine
mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in
foundation plinth and ground floor level for retaining walls, return walls, walls (any
thickness) including attached plasters, columns, piers, abutments, pil lars, posts,
struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor
blocks, plain window cil ls, fi llets etc., including cost of all materials, labour, HOM of
machinery, curing, complete as per specifications.Page No. 12 Item No.4.11
50.50 cum 4231.00
13.25 cum 4281
24 CENTERING FOR ROOF BEAMSKSRB 4-6.7 : Providing and removing centering, shuttering, strutting, propping etx.,
and removal of form work for sides and soffits of beams, beam haunchings, cantilever
girders, bressumers and lintels not exceeding 1 m in depth including cost of all
materials, labour complete as per specifications.Page No. 15 Item No.4.34
255.28 Sqm 151.00
117.82 Sqm 154.00
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
9/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
25 ROOF SLAB :KSRB 4.2.2 : Providing and laying in position reinforced cement
concrete of mix 1:1.5:3 with 20mm and down size graded granite metal, machine
mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in
foundation plinth and ground floor level for retaining walls, return walls, walls (any
thickness) including attached plasters, columns, piers, abutments, pil lars, posts,
struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor
blocks, plain window cil ls, fi llets etc., including cost of all materials, labour, HOM of
machinery, curing, complete as per specifications.Page No. 12 Item No.4.11
133.67 cum 4231.00
26 Centering to Roof slab
KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etx.,
and removal of form work for flat surface such as suspended floors, roofs, landings,
balconies ad likes, thickness upto 200 mm including cost of all materials, labour
complete as per specifications.Page No. 14 Item No.4.29
891.10 Sqm 207.00
27 G.I.SHEET
Roof covered by high tensile steel 550 Mps yield stress [ASTM A 446 grade-E) with
hot dip metallic 14th
coating of A2-Zn alloy (150 GMS/sqm total of both sides) A-Z 150
( as per ASTM or AS 1397) bare galvallum sheet with hot dip metallic coating,
including loading, unloading & transportation charges including lapping wastages,
self drilling screw with EPOM rubber washer labour charges lifting fixing bare
galvallum sheet for roofing and hammer drilling. Providing silicon setalent temporary
electrical supply & required scaffolding.
For Staircase 17.40 Sqm 865.00
27.a For Dome Portion with Polycorbonate sheets with fabrication.including rising of
columns & ring beam 19.80 Sqm 15151.52
28 Expansion joint
KSRRB 2600-2-2:Providing and fixing 20mm thick compressible fibre board inexpansion joint complete as per drawing and technical specification including cost of
materials, labour, complete as specification Specification No KRBS 2100 MOST
Specification No 2100 (Item No 31.3 page No 212
54.28 M 123.00
29 Treatment to Expansion joint
KSRRB -2600-1 : Providing & laying a burried expansion joint expansion gap being
20 mm covered with 12 mm thick 200 mm galvanised weldable structural steel plate
as per IS 262 placed simillarical to central l ine of joint resting freely over top surface
of deck concrete welding of 8mm dia 100 mm long galvanised nails placed 30 degree
c/c along the centre line of place all as specified cluse 2600-4 item no. 31.1 page
no.212.
For beams at slabs 37.80 M 1112.00
30 Staircase:KSRB 4.2.2 : Providing and laying in position reinforced cement concrete
of mix 1:1.5:3 with 20mm and down size graded granite metal, machine mixed,
concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation
plinth and ground floor level for retaining walls, return walls, walls (any thickness)
including attached plasters, columns, piers, abutments, pillars, posts, struts,
buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,
plain window cills, fillets etc., including cost of all materials, labour, HOM of
machinery, curing, complete as per specifications.Page No. 12 Item No.4.11
6.98 cum 4231.00
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
10/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
31 Centering to staircase
KSRB 4-6.11 : Providing and removing centering, shuttering, strutting, propping etc.,
and removal of form work for stairs (excluding landing) except spiral staircase
including cost of all materials, labour complete as per specification.Page No. 15 Item
No.4.38
33.26 sqm 305.00
32 HAND RAILSProviding and fixing stainless steel hand rails for a height of 900 mm using 62.50mm
dia of 16 gauge for top measure and verticals at 1.50m C/c and 50mm dia of gauge
stainless steel pipes of 4 rows below top measure at equal intervels including fixing
with 50mm dia G.I pipe including cutting, welding,bending wherever necessary with
suitable caps at top and bottom etc.,complete finishing with mat/shining finishing
etc.,complete as per technical specification and as directed by the Engineer-in-
charge of work.
13.00 M 4020.00
33 KSRB 15-18.2 : Providing and fixing plaster mesh 150mm wide manufactured out of
hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of
120gms per sqm width, along route of walls chipped for services, junction between
RCC and brick walls including cost of materials, labour, for fixing complete as perspecifications. (length of mesh only be measured for payment) (Item No 15.35) page
No 98
307.54 M 30.60
34 CEILING PLASTER:KSRB 15.3.13 : Providing 12mm thick cement plaster in single
coat with cement mortar 1:3, to ceiling including rounding off corners wherever
required smooth rendering, : Providing and removing scaffolding, including cost of
materials, labour, curing complete as per specifications.(Item No 15.21) page No 97
678.72 Sqm 108.00
35 PLASTERING INSIDE:KSRB 15.3.9 : Providing 18mm thick cement plaster in single
coat with cement mortar 1:6, to brick masonry including rounding off cornerswherever required smooth rendering, : Providing and removing scaffolding, including
cost of materials, labour, curing complete as per specifications.(Item No 15.17) page
No 109
Net Qty 5089.55 Sqm 107.00
36 Plastering outside:-KSRB 15.3.9 : Providing 18mm thick cement plaster in single
coat with cement mortar 1:6, to brick masonry including rounding off corners
wherever required smooth rendering, : Providing and removing scaffolding, including
cost of materials, labour, curing complete as per specifications.(Item No 15.17) page
No 109
Net Qty 753.21 sqm 107.00
Parapet 279.00 sqm 107.00
37 WOODEN FRAMES:KSRB 9.4-3 : Providing Matti / Nandi wood frames of doors,
windows, clerestory windows, venti lators and other frames, wrought, framed or
assembled including making plaster groves (excluding cost of cement concrete and
side clamps), but including cost of materials, labour, HOM of machineries complete
as per specifications. Page No. 44 Item No.9.12
1.44 Cum 54343.00
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
11/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
37.a KSRB 9-27.2 : Fixing of door frame in an existing opening including
embeeding frame in floor and walls after cutting masonry for holdfasts
for embedding holdfast in cement concrete 1:3:6 of 20mm and down
size granite metal painting two coats of coal tar to sides of frame,
making good the damages to walls and floor as required and disposalof the debries with lead upto 50 m including cost of materials, labour
charges, complete as per specifications.Page No. 58 Item No.9.81 11.00 No.s 655.00
38 DOOR SHUTTER
KSRB 9-8.2 : Providing and fixing in position fully panelled Honne wood shutters
for doors, styles and rails of 30mm. thick with bottom and lock rails 180 mm wide top
rail and styles 100mm wide as per drawing and panels of 20 mm thick including cost
of materials, labour, HOM of machineries complete as per specifications. (excluding
cost of fixtures ) Page No. 45 Item No.9.24
39.66 SQM 2414.00
39 Providing and fixing 4mm thick glass panels to steel windows including T.W beading
of 10mm thick and 2 coats of approved paints. (Item No 37.16 page No 232
DSR.2009-10
D 0.90
D1 2.88
3.78 SQM 563.00
40 Providing and fixing M.S bars to ventilators including cutting making holes in frame
work with two coats of approved paints. (Item No 37.19 page No 232
Density of 10mm steel = 0.62 15.62 Kg 30.60
41 SOLID PVC DOOR FRAME
Providing & fixing factory made PVC Door frame of size 50x47mm with a wallthickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at
corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the
entire door frame to be reinforced with 19x19mm M.S Square tube of 19gauge. the
door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as
per manufacturers specification & direction of Engineer-in-charge. Page No. 51 Item
No.9.84
57.00 M 205.00
42 SOLID PANEL PRELAM PVC DOOR SHUTTER
Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door
Shutters made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top
& bottom rails, covered with heat moulded Prelaminated PVC 'C' Channels of 5mm
thick sheet & 30x50mm wide to form styles & 5mm thick & 75mm wide PrelaminatedPVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide
cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC
sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the styles & rails
with PVC Designer beading on either side & joined together with solvent cement
adhesive etc., Complete as per manufacturers specification & direction of Engineer-in
charge fixed to frames with 3 nos of 75mm. aluminium hinges. Page No. 51 Item
No.9.85
D2 21.60 sqm 2000.00
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
12/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
43 Fixtures for door
Providing & Fixing below said DOOR Fittings for existing doors including cost of
materials etc.
Brass hinges 60.00 each 150.00
Handles Front 44.00 each 90.00
Handles Back 44.00 each 450.00
All drops 22.00 each 80.00
Tower bolts 60.00 each 75.00
Tower bolts for toilet 10.00 each 75.00
Latches 10.00 each 50.00
Rubber bush & wooden door stopper.22.00 each 50.00
For Sliding door 2.00 each 1000.00
44 WINDOWS:KSRB 7.11 : Providing and fixing in position anodized aluminium
windows and ventilators as per approved drawings with sliding shutters using three
track window frame of size 92x31.75mm bottom section 1.3 mm, thick, weight
1.07kg/m; sides and top sections 1.3mm, thick, weight 0.933 kg/m. shutter frame
section comprising top and bottom section of size 40mmx18mm, wallthickness
1.25mm. weight 0.417 kg./m. shutter side outer 40mmx18mm. wall thickness
1.25mm. weight 0.417 kg/m, shutter interlock section 40mmx26.7mm wall thickness
1.1 mm. thick, weight 0.469 kg/m, the shutters mounted on nylon rollers with
approved quality of fixtures such as aluminium handles tower bolts etc.; providing and
fixing 5.5mm. thick plain glass for shutters fitted with rubber beading all aluminium
sections anodised 12 to 15 microns thick including cutting to required length, joints
mitred subdividing the frame tenonned and rivetted, in the assembled frame, stiffened
with end clips for corners, angles etc., and fixed to the walls, lintels, floor beams/cills
as the case may be, with
necessary steel screws, raul plugs or teak wood gatties including cutting masonry or
concrete and making good the original surface using cement mortar, aluminium
pretreated for removal of any rust and protection of further rust formation and coated
with the greasy materials for non-adhesion of mortar and any other sticky materials,
(this coating should be cleaned after installation) including coast of all materials,
fixtures, labour and HOM of machiery complete as per specification. Page No.31
Item No.7.11
47.70 sqm 2769.00
45 KSRB 7.7 : Providing and fixing in position in cement concrete 1:3:6 steel glazed
ventilators side hung/top hung fully openable as per approved drawings using Z
angles of 25x33x3mm, weighing 1.419Kg/m both for outer and inner frames and
central mullion section of size 25x46x3mm. weighing 0.839kg/m for glazing of
windows not more than 34 cms. c to c including providing and fixing 4mm. thick
reeded glass with teakwood beading of required size, all steel sections should
confirm to I.S 7452:1990, 4 nos. of holdfasts of approved size, section should be cut
to lenght welded and electrically grinded subdividing frames of unit shall be tenonnedand revetted into the frames electrically. all the steel surface shall be throughly
cleaned free of rust and painted with one coat of anti-corosive paint and finishing with
two coats of ready mix paint of approved colour and make including cost of materials,
fixtures, labour and HOM of machinery complete as per specifications.Page No.30
Item No.7.7.
V1 9.00 sqm 2546.00
For toilet ventilators adding 20% for louver
V 2.88 sqm 3055.20
46 FLOORING
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
13/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
ProvidingVitrified glazed tiles flooring with 60 cms x 60 cms of approved
make, shade & size for flooring laed on bed of 12mm thick cement mortor 1:3
mix , flush pointing with white cement using colour pigment,including cost of
materials,labour curing as per specification (Item No 14.45) page No 93832.14 sqm 830.00
47 KSRB 14.14-5 : Providing Ceramic tiles of approved make, shade and size for
flooring, treads of steps and landings laid on a bed of 12 mm thick, cemetn mortar 1:3
mix, flush pointing with white cement using colour pigment, including cost of
materials, laobur, curing, complete as per specifications. For Ceramic Tiles of size
15x15cms(Item No 14.36 ) page No 92
43.33 sqm 583.00
48 GLAZED TILES
KSRB 14.14-2 : Providing colour glazed tiles of size 15 cms x 15 cms 10mm thick
for flooring, treads of steps and landings, laid on a bed of 12mm thick, cement mortar
1:3 mix, finished with flush pointing using white cement, including cost of mateirals,
labour, curing, complete as per specifications.(Item No 14.33 ) page No 92
79.20 sqm 667.00
49 COLAPSIBLE GATE : KSRB 7.1 : Providing and fixing in position collapsible steel
shutters with single or double leaf with vertical channel 20mmx10mmx2mm braced
with flat iron diagonals 20mmx5mm size, with top and bottom rails of T iron sections
of 40x40x6 mm with 38mm dia steel pulleys complete with bolt and nuts, locking
arrangements, stoppers, handles on both sides with 7.5cms openings at 10 cms. c to
c applying a priming coat of red lead paint. cost of materials, labour, HOM of
machinery complete as per specifications. Page No.29 Item No.7.1 3.36 sqm 2874.00
50 "Providing and fixing skirting of 300 mm high using prepolished water cut/gang saw
of 19mm thick grey granite 0.5mm wide chamfered width and depth and fixing in CM
1:4 of 20mm thick after chipping the walls etc., complete.".(Item No 14.50) page No
94
293.18 M 641.00
51 GRILL WORK:KSRB 7.9 : Providing and fixing M.S. grill work for windows and
ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combinatioon
of M.S. flats and square as per approved design, drawing including cutting steel
sections and welding the same to required pattern with a coat of red lead primer, cost
of materials, fixtures, labour and HOM of machinery complete as per specifications.
Page No.30 Item No.7.9
1341.90 Kg 64.30
52 KSRB 15-17.12 : Providing and applying polishing with french polish on new woodsurface and / or wood based surface to give an even surface after cleaning the
surface of all dirt, dust and foreign matter, sand papered smooth, including cost of
wood filler and materials, labour complete as per specifications. (Item No 15.64) page
No 103
169.10 sqm 76.84
53 PAINTING TO steel
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
14/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
KSRB 15-18.2 : Providing and applying enamel metal paint two coats (excluding
priming coat) over new steel or other metal surface brushing to give an even shade
after cleaning oil, grease, dirt and other foreign matter, including cost of materials,
labour, complete as per specifications.(Item No 15.74) page No 104
63.30 sqm 74.41
54 wall Putti
Providing wall putti for plastering to wall and ceiling, including cost of materials,
labour, curing complete as per specifications.as per Market rate.
5768.27 sqm 40.00
55 KSRB 15-15.1 : Providing and applying painting in two coats with plastic emulsion
paint of approved brand with primer on wall surface to give an even approved shade
after throughly brushing the surface, free from mortar drops and other foreign matter
including preparing the surface even and sand paper smooth, cost of materials labour
complete as per specifications.(Item No 15.51) page No 100
QTY AS PER PLASTERING INSIDE 5089.55 sqm 60.00
56 CeilingKSRB 15-15.1 : Providing and applying painting in two coats with plastic
emulsion paint of approved brand with primer on wall surface to give an even
approved shade after throughly brushing the surface, free from mortar drops and
other foreign matter including preparing the surface even and sand paper smooth,
cost of materials labour complete as per specifications.(Item No 15.51) page No 100 60.00
KSRB 15-15.2 : Extra over item 15-15.1 for painting two coats with plastic
emulsion paint of approved brand and shade on ceiling and / or sloping roof
as per specifications.(Item No 15.51.2) page No 113 1.71QTY AS PER Ceiling PLASTERING 678.72 Sqm 61.71
57 WATER PROOFING CEMENT PAINT
KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof
cement paint of approved brand and shade with primer to give an even shade after
throughly brooming the surface to remove all dirt and loose powdered material, free
from mortar drops and other foreign matter cost of matrerials, labour, complete as per
specifications.(Item No 15.53) page No 101
Qty as per Plastering outside 1032.21 sqm 50.00
58 Shelves
KSRB 14.10-3 : Flooring with 25mm to 40mm thick polished Cadapa slabs using
cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid
to line and level and jointed with cement slurry mixed with pigment to match the
shade of the slab, including cost of materials, labour, curing, polishing complete as
per specifications.(Item No 14.17 ) page No 89.
31.76 sqm 833.00
59 H.Y.S.D. steel:KSRB 4.9.2 : Providing H.Y.S.D. steel (Cold, Twisted ) reinforcement
for R.C.C. work including straightening, cutting, bending, hooking, placing in position,
lapping and / or welding wherever required, tying with binding wire and anchoring to
the adjoining members wherever necessary complete as per design (laps, hooks and
wastage shall not be measured and paid) cost of materials, labour, HOM of
machinery complete as per specifications.Page No. 16 Item No.4.46
550.68 cum
1.14% 492.81 Qtl 4691.00
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
15/80
SL.NO DESCRIPTION OF ITEM Qty UNIT RATE
60 COMPACTION Flagging area :KSRRB 300-7.3 : Compaction of original ground with
maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression
occuring during rolling including cost of all labour, HOM of machinery complete as per
specifications. Specification No. KRBS 300-1, 300.5 MORT & H Specification No. 301
to 305 (Item No 19.64) page No 133 Area = 199.7sqm 199.70 sqm 3.08
61 KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8
using 40mm and down size graded granite metal machine mixed, concrete laid in
layers not exceeding 15 cms. Thick, well compacted, in foundation and plinth,
including cost of all materials, labour, HOM of machinery, curing complete as per
specifications. Page No. 12 Item No.4.3 19.97 sqm 2876.00
62 Providing shahabad /cudappa stone FLOORING 40 mm thick set in CM 1:8 with
cement pointing 1:3 proportion etc.., complete (Item No 37.80 page No 237
DSR.2009-10 . 199.70 sqm 478.00
63 KSRB 8.6-5 : Providing and fixing on wall surface 4.0kg/sq.cm H.D.P.E. rain down
water pipes 110 mm outer dia approved make and brand with necessary specials like
shoes, bends and offsets fixed with iron clamps, wall plugs, screws, including cost of
materials, labour, curing complete as per specifications.Page No.41 Item No.8.19 35.35 RMt 421.00
Outlet for Open to sky 16.38 RMt 421.00
Providing & fixing nahni trap with inspection chamber for open to sky 2.00 each 8365.00
64 KSRB 10-3 : Providing and laying integral cement based waterproofing treatment
including preparation of surface as required for treatment of roofs, balconies, terraces
etc., consisting of following application. (a) Applying and grouting a slurry coat of neat
cement using 2.75 kg/sqm of cement admixed with proprietary water proofing
compound conforming to IS:2645 over the RCC slab after cleaning the surface before
treatment. (b) Laying cement concrete using broken brick bats 25mm to 100mm size
with 50% of cement mortar 1:5 admixed with proprietary water proofing compound
conforming IS:2645 over 20mm thick layer of cement mortar 1:5 admixed with
proprietary water proofing compound to required slope and treating similary water
proofing compound to required slope and treating similarly the adjoining walls upto
300mm height including rounding off junctions of walls and slabs. (c) After two days
of proper curing, applying a second coat of cement slurry admixed with proprietary
water proofing compound
(d) Finishing the surface wit h20mm thick jointless cement mortar of mix 1:4 admixed
with proprietary water proofing compound and finally finishing the surface with trowel
and neat cement slurry and making of 300x300mm sqare. (e) The whole terrace so
finished shall be flooded with water for a minimum period of two weeks for curing and
for final test including cost of materials, labour complete as per specifications. Page
No. 56 Item No.10.30891.10 sqm 518.00
EMPLOYER BIDDER
-
8/3/2019 ADM Building.
16/80
GROUND FLOOR
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
16 BRICK MASONRY
KSRB 6-1.3 : Providing and cosntructing burnt brick
masonry for basement and superstructure with approved
qual ity of non modular bricks of standard size of class
designation 35 with cement mortar 1:6 including cost of
materials, labour charges, scaffolding, curing complete as
per specifications. Page No.26 Item No.6.3
For Outer walls 1 100.00 0.23 3.50 80.50
For Intermediate walls 1 20.70 0.23 3.425 16.31
2 2.00 0.23 0.45 0.41
97.22
Deduction
MD 1 3.50 0.23 2.40 1.93
CG 1 1.40 0.23 2.40 0.77
D 2 1.50 0.23 2.40 1.66
D1 3 1.20 0.23 2.40 1.99
D2 1 0.90 0.23 2.40 0.50
SD 1 1.00 0.15 2.40 0.36
W 3 2.10 0.23 1.50 2.17
W1 9 1.50 0.23 1.50 4.66
GW 2 2.00 0.23 1.80 1.66
V 8 0.60 0.23 0.60 0.66
V1 10 1.50 0.23 0.60 2.07
18.42
78.80 cum 3141.00
Rising of wall up to F.F lintel level 2996+145+25 =
3166 1 11.00 0.23 2.40 6.07 cum 3166.00
Steps 1 12.68 0.30 0.15 0.57
1 12.37 0.30 0.15 0.56
1 12.07 0.30 0.15 0.54
1 11.77 0.30 0.15 0.53
1 11.40 0.30 0.15 0.51
1 11.05 0.30 0.15 0.50
3.21 cum 2996.00
Parapet 1 155.00 0.23 0.90 32.09 cum 2996.00
16.a Partition wall:KSRB 6-7.3 : Construction of partition wall
11.2 cms thick with non modular ground moulded burnt
bricks of class designation 35 with cement mortar 1:4
including cost of materials, labour charges, scaffolding,
curing complete as per specifications. Page No.31 Item
No.6.2 Page No. 27 item No. 6.25 1 29.95 3.90 116.80
Deduction
D1 2 1.20 2.40 5.76
D2 4 0.90 2.40 8.64
SD 1 1.00 2.40 2.40
16.80
Net Qty 100.00 Sqm 530.00
DETAILED ESTIMATE OF PROPOSED CONSTRUCTION OF ADMINISTRATIVE BUILDING AT AFZALPUR DIST: GUL
-
8/3/2019 ADM Building.
17/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
17 SILL & COPING:KSRB 4-1.6 : Providing and laying in
position plain cement concrete of mix 1:2:4 using 20mm
and down size graded granite metal machine mixed,
concrete laid in layers not exceeding 15 cms. Thick, well
compacted, in foundation and plinth, including cost of all
materials, labour, HOM of machinery, curing complete asper specifications. Page No. 12 Item No.4.6
W 3 2.10 0.23 0.10 0.14
W1 17 1.50 0.23 0.10 0.59
V 8 0.60 0.23 0.10 0.11
V1 10 1.50 0.23 0.10 0.35
Parapet wall 1 24.57 0.23 0.10 0.56
1.75 cum 3776.00
18 Centering for Sill & coping
KSRB 4-6.9 : Providing and removing centering,
shuttering, strutting, propping etc., for edges of slabs and
breaks in floor, cills, plinth including cost of all materials,
labour complete as per specification.Page No. 15 Item
No.4.36
W 3 2.10 0.10 0.63
W1 17 1.50 0.10 2.55
V 8 0.60 0.10 0.48
V1 10 1.50 0.10 1.50
Parapet wall 1 48.40 0.10 4.84
10.00 sqm 441.00
19 LINTEL BEAMS: KSRB 4.2.2 : Providing and laying in
posit ion reinforced cement concrete of mix 1:1.5:3 with
20mm and down size graded granite metal, machine
mixed, concrete laid in layers not exceeding 15 cms thick,
vibrated for all works in foundation plinth and ground floorlevel for retaining walls, return walls, walls (any thickness)
including attached plasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks, plain window
cills, fillets etc., including cost of all materials, labour, HOM
of machinery, curing, complete as per specifications.Page
No. 12 Item No.4.11
For Outer walls 1 100.00 0.23 0.20 4.60
For Intermediate walls 1 20.70 0.23 0.20 0.95
1 15.01 0.15 0.20 0.45
6.00 cum 4231.00
20 CENTERING FOR LINTELS
KSRB 4-6.7 : Providing and removing centering,
shuttering, strutting, propping etx., and removal of form
work for sides and soffi ts of beams, beam haunchings,
cantilever girders, bressumers and lintels not exceeding 1
m in depth including cost of all materials, labour complete
as per specifications.Page No. 15 Item No.4.34
For Outer walls 2 100.00 0.20 40.00
For Intermediate walls 2 15.01 0.20 6.00
2 10.00 0.20 4.00
50.00 Sqm 151.00
-
8/3/2019 ADM Building.
18/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
21 CHAJJA: KSRB 4.2.10 : Providing and laying in posit ion
reinforced cement concrete of mix 1:1.5:3 (M20) with 12
mm and down size graded granite metal, machine mixed,
well compacted for plain chajja of 7.5 cms. Average
thickness, upto ground floor level, including cost of al l
materials, labour, HOM of machinery, f inishing, curing,
complete as per specifications.Page No. 13 Item No.4.19
W 3 2.40 0.67 4.82
W1 8 1.80 0.67 9.65
GW 2 2.30 0.67 3.08
V 7 0.90 0.67 4.22
V 1 0.90 0.37 0.33
V1 5 1.80 0.67 6.03
Drop from slab 1 48.59 0.45 21.86
50.00 Sqm 336.00
22 Centering to Chajja: KSRB 4-6.10 : Providing and
removing centering, shuttering, strutting, propping etc., forchajjas, corbels etc., including edges including cost of all
materials, labour complete as per specification.Page No.
15 Item No.4.37
W 3 2.40 0.67 4.82
W1 9 1.80 0.67 10.85
GW 2 2.30 0.67 3.08
V 7 0.90 0.67 4.22
V 1 0.90 0.37 0.33
V1 8 1.80 0.67 9.65
Drop from slab 2 46.71 0.45 42.03
75.00 Sqm 160.00
23 ROOF BEAM:KSRB 4.2.2 : Providing and laying in
posit ion reinforced cement concrete of mix 1:1.5:3 with
20mm and down size graded granite metal, machine
mixed, concrete laid in layers not exceeding 15 cms thick,
vibrated for all works in foundation plinth and ground floor
level for retaining walls, return walls, walls (any thickness)
including attached plasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks, plain window
cills, fillets etc., including cost of all materials, labour, HOM
of machinery, curing, complete as per specifications.Page
No. 12 Item No.4.11
FB1 1 33.58 0.30 0.30 3.02FB2 1 40.00 0.30 0.30 3.60
FB3 2 7.83 0.30 0.45 2.11
3 6.33 0.30 0.45 2.56
FB4 3 9.37 0.30 0.45 3.79
FB6 1 30.00 0.30 0.60 5.40
20.49 cum 4231.00
FRB 1 25.30 0.30 0.45 3.42
FSB 1 35.20 0.30 0.45 4.75
RIB beam 15 1.24 0.3 0.45 2.511
1 19.08 0.30 0.45 2.5758
13.25 cum 4281
24 CENTERING FOR ROOF BEAMS
-
8/3/2019 ADM Building.
19/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
KSRB 4-6.7 : Providing and removing centering,
shuttering, strutting, propping etx., and removal of form
work for sides and soffi ts of beams, beam haunchings,
cantilever girders, bressumers and lintels not exceeding 1
m in depth including cost of all materials, labour complete
as per specifications.Page No. 15 Item No.4.34
FB1 2 60.78 0.30 36.47FB2 2 39.87 0.30 23.92
FB3 8 3.13 0.45 11.28
6 2.53 0.45 6.84
FB4 14 3.75 0.45 23.61
FB6 2 28.78 0.60 34.54
136.65 Sqm 151.00
FRB 2 25.30 0.45 22.77
1 25.3 0.30 7.59
FSB 2 35.20 0.45 31.68
1 35.20 0.30 10.56
RIB beam 30 1.24 0.45 16.74
15 1.24 0.3 5.58
2 19.08 0.45 17.17
1 19.08 0.30 5.72117.82 Sqm 154.00
25 ROOF SLAB :KSRB 4.2.2 : Providing and laying in
posit ion reinforced cement concrete of mix 1:1.5:3 with
20mm and down size graded granite metal, machine
mixed, concrete laid in layers not exceeding 15 cms thick,
vibrated for all works in foundation plinth and ground floor
level for retaining walls, return walls, walls (any thickness)
including attached plasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks, plain window
cills, fillets etc., including cost of all materials, labour, HOM
of machinery, curing, complete as per specifications.Page
No. 12 Item No.4.11 1 0.15 143.03
Deduction
O.T.S -2 12.60 0.15 -3.78
For Dome -1 19.80 0.15 -2.97
Staircase -1 17.40 0.15 -2.61
133.67 cum 4231.00
26 Centering to Roof slab
KSRB 4-6.2 : Providing and removing centering,
shuttering, strutting, propping etx., and removal of form
work for flat surface such as suspended floors, roofs,
landings, balconies ad likes, thickness upto 200 mm
including cost of all materials, labour complete as per
specifications.Page No. 14 Item No.4.29 1 400.39 400.39
Deduction
O.T.S -2 12.60 -25.20
Staircase -1 17.40 -17.40
357.79 Sqm 207.00
953.50
-
8/3/2019 ADM Building.
20/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
27 G.I.SHEET
Roof covered by high tensile steel 550 Mps yield stress
[ASTM A 446 grade-E) with hot dip metallic 14th
coating of
A2-Zn alloy (150 GMS/sqm total of both sides) A-Z 150 (
as per ASTM or AS 1397) bare galvallum sheet with hot
dip metallic coating, including loading, unloading &
transportation charges including lapping wastages, self
drill ing screw with EPOM rubber washer labour charges
lifting fixing bare galvallum sheet for roofing and hammer
drill ing. Providing sil icon setalent temporary electrical
supply & required scaffolding.
For Staircase 1 17.40 17.40 Sqm 865.00
27.a For Dome Portion with Polycorbonate sheets with
fabrication.including rising of columns & ring beam 1 19.80 19.80 Sqm 15151.52
28 Expansion joint
KSRRB 2600-2-2:Providing and fixing 20mm thickcompressible fibre board in expansion joint complete as
per drawing and technical specification including cost of
materials, labour, complete as specification Specification
No KRBS 2100 MOST Specification No 2100 (Item No
31.3 page No 212
For beams at slabs 4 5.57 22.28
For columns 8 4.00 32.00
54.28 M 123.00
32 HAND RAILS
Providing and fixing stainless steel hand rails for a height
of 900 mm using 62.50mm dia of 16 gauge for top
measure and verticals at 1.50m C/c and 50mm dia ofgauge stainless steel pipes of 4 rows below top measure
at equal intervels including fixing with 50mm dia G.I pipe
including cutting, welding,bending wherever necessary
with suitable caps at top and bottom etc.,complete
finishing with mat/shining finishing etc.,complete as per
technical specification and as directed by the Engineer-in-
charge of work.
HAND RAILS 2 4.50 9.00
Connecting rods 4 1.00 4.00
13.00 M 4020.00
32.a KSRB 15-18.2 : Providing and fixing plaster mesh 150mm
wide manufactured out of hot dipped galvanised iron of
nominal thickness 0.35mm with a zinc coating of 120gms
per sqm width, along route of walls chipped for services,
junction between RCC and brick walls including cost of
materials, labour, for fixing complete as per specifications.
(length of mesh only be measured for payment) (Item No
15.35) page No 98 1.50
ESTATE OFFICE 1 7.00 7.00
STORE ROOM 1 3.53 3.53
ANTI CHAMBER 1 3.12 3.12
TOILET 1 2.32 2.32
-
8/3/2019 ADM Building.
21/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
PA. CHAMBER 1 3.60 3.60
PRI. CHAMBER 1 7.09 7.09
PASSAGE 1 2.02 2.02
1 2.76 2.76
STORE ROOM 1 3.41 3.41
Confi. Room 1 5.30 5.30
CONFE. ROOM 1 11.56 11.56
PANTRY 1 4.47 4.47TOILET 1 2.37 2.37
W.C 1 1.85 1.85
TOILET 1 3.09 3.09
PASSAGE 1 2.73 2.73
TOILET 1 4.77 4.77
TOILET 1 4.28 4.28
MAIN OFFICE & Record room area 1 24.71 24.71
100.00 M 30.60
33 CEILING PLASTER:KSRB 15.3.13 : Providing 12mm thick
cement plaster in single coat with cement mortar 1:3, to
ceiling including rounding off corners wherever required
smooth rendering, : Providing and removing scaffolding,including cost of materials, labour, curing complete as per
specifications.(Item No 15.21) page No 97
ESTATE OFFICE 1 2.46 5.20 12.80
STORE ROOM 1 1.49 2.07 3.07
ANTI CHAMBER 1 0.91 2.73 2.50
TOILET 1 0.91 1.50 1.37
PA. CHAMBER 1 1.68 1.74 2.92
PRI. CHAMBER 1 2.21 5.90 13.04
PASSAGE 1 0.53 1.90 1.01
1 0.53 3.05 1.62
STORE ROOM 1 1.39 2.10 2.92
Confi. Room 1 1.13 5.59 6.33
CONFE. ROOM 1 4.76 7.00 33.32
PANTRY 1 1.94 2.48 4.82
TOILET 1 0.88 1.65 1.46
W.C 1 0.53 1.65 0.88
TOILET 1 1.37 1.65 2.26
PASSAGE 1 0.73 2.55 1.86
TOILET 1 1.46 4.03 5.88
TOILET 1 1.13 4.03 4.54
MAIN OFFICE & Record room area 1 98.22 98.22
AREA 1 99.18 99.18
300.00 Sqm 108.00
34 PLASTERING INSIDE:KSRB 15.3.9 : Providing 18mm
thick cement plaster in single coat with cement mortar 1:6,
to brick masonry including rounding off corners wherever
required smooth rendering, : Providing and removing
scaffolding, including cost of materials, labour, curing
complete as per specifications.(Item No 15.17) page No
109
ESTATE OFFICE 2 7.66 3.85 59.00
STORE ROOM 2 3.56 3.85 27.37
ANTI CHAMBER 2 3.64 3.85 28.07
TOILET 2 2.41 3.85 18.60
PA. CHAMBER 2 3.42 3.85 26.33
PRI. CHAMBER 2 8.11 3.85 62.45
PASSAGE 2 2.43 3.85 18.71
2 3.58 3.85 27.57
-
8/3/2019 ADM Building.
22/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
STORE ROOM 2 3.49 3.85 26.89
Confi. Room 2 6.72 3.85 51.76
CONFE. ROOM 2 11.76 3.85 90.56
PANTRY 2 4.42 3.85 34.07
TOILET 2 2.53 3.85 19.51
W.C 2 2.18 3.85 16.79
TOILET 2 3.02 3.85 23.26
PASSAGE 2 3.28 3.85 25.25STAIRCASE 4 6.40 3.85 98.56
TOILET 2 5.49 3.85 42.26
TOILET 2 5.16 3.85 39.71
MAIN OFFICE & Record room area 2 222.21 3.85 1711.02
2 224.38 3.85 1727.73
Beam sides
FB1 2 151.94 0.30 91.16
FB2 2 99.67 0.30 59.80
FB3 8 7.83 0.45 28.19
6 6.33 0.45 17.09
FB4 14 9.37 0.45 59.03
FB6 2 67.80 0.60 81.36
FRB 2 25.30 0.45 22.77
1 25.30 0.30 7.59FSB 2 35.20 0.45 31.68
1 35.20 0.30 10.56
RIB beam 30 1.24 0.45 16.74
15 1.24 0.30 5.58
2 19.08 0.45 17.17
1 19.08 0.30 5.72
Columns 38 0.90 4.00 136.80
6 0.72 4.00 17.34
4784.05
Deduction
MD 1 3.50 2.40 8.40
CG 1 1.40 2.40 3.36
D 2 1.50 2.40 7.20
D1 8 1.20 2.40 23.04D2 10 0.90 2.40 21.60
SD 2 1.00 2.40 4.80
W 3 2.10 1.50 9.45
W1 17 1.50 1.50 38.25
V 8 0.60 0.60 2.88
V1 10 1.50 0.60 9.00
127.98
Net Qty 4656.07 Sqm 107.00
35 Plastering outside:-KSRB 15.3.9 : Providing 18mm thick
cement plaster in single coat with cement mortar 1:6, to
brick masonry including rounding off corners whereverrequired smooth rendering, Providing and removing
scaffolding, including cost of materials, labour, curing
complete as per specifications.(Item No 15.17) page No
109
1 163.05 4.15 676.66
2 11.00 2.40 52.80
Col 9 1.41 4.00 50.90
9 1.41 2.40 30.46
4 1.80 2.40 17.28
828.09
Dedution
MD 1 3.50 2.40 8.40
-
8/3/2019 ADM Building.
23/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
CG 1 1.40 2.40 3.36
D 2 1.50 2.40 7.20
D1 4 1.20 2.40 11.52
D2 5 0.90 2.40 10.80
W 3 2.10 1.50 9.45
W1 17 1.50 1.50 38.25
V 8 0.60 0.60 2.88
V1 10 1.50 0.60 9.00100.86
50% of deduction 0.50 100.86 50.43
Net Qty 777.66 sqm 107.00
Parapet 2 155.00 0.90 279.00 sqm 107.00
36 WOODEN FRAMES:KSRB 9.4-3 : Providing Matti / Nandi
wood frames of doors, windows, clerestory windows,
ventilators and other frames, wrought, framed or
assembled including making plaster groves (excluding cost
of cement concrete and side clamps), but including cost of
materials, labour, HOM of machineries complete as per
specifications. Page No. 44 Item No.9.12
MD 1 x 2 = 2 2 0.075 0.125 2.40 0.05
1 x 2 = 2 2 0.075 0.125 3.50 0.07
D 2 x 2 = 4 4 0.075 0.125 2.40 0.09
2 X 2 =4 4 0.075 0.125 1.50 0.06
2 0.075 0.125 0.30 0.01
D1 8 x 2 =16 16 0.075 0.125 2.40 0.36
8X 2 =16 16 0.075 0.125 1.20 0.18
8 0.075 0.125 0.30 0.02
D2 10 x 2 = 20 20 0.075 0.125 2.40 0.45
10 x 2 = 20 20 0.075 0.125 0.90 0.17
1.44 Cum 54343.00
36.a KSRB 9-27.2 : Fixing of door frame in an existing
opening including embeeding frame in floor and walls aftercutting masonry for holdfasts for embedding holdfast in
cement concrete 1:3:6 of 20mm and down size granite
metal painting two coats of coal tar to sides of frame,
making good the damages to walls and floor as required
and disposal of the debries with lead upto 50 m including
cost of materials, labour charges, complete as per
specifications.Page No. 58 Item No.9.81 11 11.00 No.s 655.00
50 GRILL WORK:KSRB 7.9 : Providing and fixing M.S. grill
work for windows and venti lators weighing 21kg/sqm
using M.S. f lats, or M.S. square rods, or combinatioon of
M.S. flats and square as per approved design, drawing
including cutting steel sections and welding the same to
required pattern with a coat of red lead primer, cost of
materials, fixtures, labour and HOM of machinery complete
as per specifications. Page No.30 Item No.7.9
W 2 2.10 1.50 6.30
W1 8 1.50 1.50 18.00
GW 1 2.00 1.80 3.60
V 3 0.60 0.60 1.08
-
8/3/2019 ADM Building.
24/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
V1 5 1.50 0.60 4.50
33.48 sqm
21.00 33.48 703.08 Kg 64.30
58 H.Y.S.D. steel:KSRB 4.9.2 : Providing H.Y.S.D. steel
(Cold, Twisted ) reinforcement for R.C.C. work including
straightening, cutting, bending, hooking, placing in
position, lapping and / or welding wherever required, tying
with binding wire and anchoring to the adjoining members
wherever necessary complete as per design (laps, hooks
and wastage shall not be measured and paid) cost of
materials, labour, HOM of machinery complete as per
specifications.Page No. 16 Item No.4.46
Footing #REF!
Plinth beam #REF!
Column #REF!
Lintel beams 6.00
Chajja 50.00 0.080 4.00Roof beam 33.75
Roof slab 133.67
Staircase #REF!
#REF! cum
1.15% #REF! 0.0115 78.50 #REF! Qtl 4691.00
59 COMPACTION Flagging area :KSRRB 300-7.3 :
Compaction of original ground with maximum of 6 passes
of 8 to 10 tonnes power roller including filling in depression
occuring during rolling including cost of all labour, HOM of
machinery complete as per specifications. Specification
No. KRBS 300-1, 300.5 MORT & H Specification No. 301
to 305 (Item No 19.64) page No 133 Area =
199.7sqm 1 199.70 199.70 sqm 3.08
60 KSRB 4-1.3 : Providing and laying in position plain cement
concrete of mix 1:4:8 using 40mm and down size graded
granite metal machine mixed, concrete laid in layers not
exceeding 15 cms. Thick, well compacted, in foundation
and plinth, including cost of all materials, labour, HOM of
machinery, curing complete as per specifications. Page
No. 12 Item No.4.3 1 199.70 0.10 19.97 sqm 2876.00
61 Providing shahabad /cudappa stone FLOORING 40 mm
thick set in CM 1:8 with cement pointing 1:3 proportion
etc.., complete (Item No 37.80 page No 237 DSR.2009-
10 . 1 199.70 199.70 sqm 478.00
62 KSRB 8.6-5 : Providing and fixing on wall surface
4.0kg/sq.cm H.D.P.E. rain down water pipes 110 mm outer
dia approved make and brand with necessary specials like
shoes, bends and offsets fixed with iron clamps, wall
plugs, screws, including cost of materials, labour, curing
complete as per specifications.Page No.41 Item No.8.19 7 5.05 35.35 RMt 421.00
-
8/3/2019 ADM Building.
25/80
SL.NoDESCRIPTION OF ITEM NO L B D Qty UNIT RATE
Outlet for Open to sky 2 8.19 16.38 RMt 421.00
Providing & fixing nahni trap with inspection chamber for
open to sky 2 2.00 each 8365.00
63 KSRB 10-3 : Providing and laying integral cement based
waterproofing treatment including preparation of surface
as required for treatment of roofs, balconies, terraces etc.,
consisting of following application. (a) Applying and
grouting a slurry coat of neat cement using 2.75 kg/sqm of
cement admixed with proprietary water proofing compound
conforming to IS:2645 over the RCC slab after cleaning
the surface before treatment. (b) Laying cement concrete
using broken brick bats 25mm to 100mm size with 50% of
cement mortar 1:5 admixed with proprietary water proofing
compound conforming IS:2645 over 20mm thick layer of
cement mortar 1:5 admixed with proprietary water proofing
compound to required slope and treating similary water
proofing compound to required slope and treating similarly
the adjoining walls upto 300mm height including rounding
off junctions of walls and slabs. (c) After two days of
proper curing, applying a second coat of cement slurry
admixed with proprietary water proofing compound
(d) Finishing the surface wit h20mm thick jointless cement
mortar of mix 1:4 admixed with proprietary water proofing
compound and finally finishing the surface with trowel and
neat cement slurry and making of 300x300mm sqare. (e)
The whole terrace so finished shall be flooded with water
for a minimum period of two weeks for curing and for f inal
test including cost of materials, labour complete as per
specifications. Page No. 56 Item No.10.30
Deduction 1 953.50 953.50O.T.S -2 12.60 -25.20
Dome portion -1 19.80 -19.80
Staircase -1 17.40 -17.40
891.10 sqm 518.00
-
8/3/2019 ADM Building.
26/80
AMOUNT
247495.23
19223.95
9618.06
96126.66
52997.69
BARGA
-
8/3/2019 ADM Building.
27/80
AMOUNT
6614.78
4410.00
25395.65
7550.60
-
8/3/2019 ADM Building.
28/80
AMOUNT
16800.72
11999.44
86713.50
56741.66
-
8/3/2019 ADM Building.
29/80
AMOUNT
20633.81
18143.66
565536.62
74061.50
-
8/3/2019 ADM Building.
30/80
AMOUNT
15051.00
300000.10
6676.44
52260.00
-
8/3/2019 ADM Building.
31/80
AMOUNT
3060.00
32400.13
-
8/3/2019 ADM Building.
32/80
AMOUNT
498199.18
-
8/3/2019 ADM Building.
33/80
AMOUNT
83210.04
29853.00
78457.71
7205.00
-
8/3/2019 ADM Building.
34/80
AMOUNT
45208.04
#REF!
615.08
57433.72
95456.60
14882.35
-
8/3/2019 ADM Building.
35/80
AMOUNT
6895.98
16730.00
461589.80
#REF!
-
8/3/2019 ADM Building.
36/80
SL.
No. Particulars of item Unit Qty Rate Amount
1 Concealed system: Supplying 20mm dia 2mm thick
2.5mm thick heavy guage PVC conduit pipe with suitable
size bends, metal/ PVC junction boxes adhesive paste etc,
& running before concrete the slab. The conduit shall be
tied to the reinforcement rods by using binding wires &unused ways of junction boxes and pipe ends should be
covered using PVC and enclosures run with 18 SWG GI
fish wire wherever necessary. DSR item No. 2(a) Page
No.2a & 2b
a 19/20mm dia 2mm thick
rate as per D.S.R =27 & 5% for A.Wt
total rate = 28.35 Rmt 640.00 28.35 18144.00
b 25mm dia 2mm thick
rate as per D.S.R =35 & 5% for A.Wt
total rate = 36.75 Rmt 520.00 36.75 19110.00
2 Groove cutting : supplying dia 200/2.5mm thick
heavy gauge PVC conduit pipe with bends metal
junction boxes adhesive paste etc and bracing U or J
hooks and ceent plastering up to the surface of the
brick level and run with 18 SWG GI fish wire run
through out the conduit whever necessary DSR item
No. 3(a) Page No.2
a) 19/20mm dia 2mm thick
a rate as per D.S.R =35 & 5% for A.Wt
total rate = 36.75 Rmt 210.00 36.75 7717.50
b 25mm dia 2mm thick
rate as per D.S.R =46 & 5% for A.Wt
total rate = 48.3 Rmt 120.00 48.30 5796.00
3 Supplying and flush mounting teak wooden box
without front plank made of not less than 12mm thick
wood after due groove cutting necessary masonry
patch work complete . DSR item No. 6 Page No.3
a 12x9x3 (300x228x76mm)
rate as per D.S.R =70 & 5% for A.Wt
total rate = 73.50 No 18.00 73.50 1323.00
b 10x7x3 (254x178x76mm)
rate as per D.S.R =60 & 5% for A.Wt
total rate = 63 No 10.00 63.00 630.00
c rate as per D.S.R =48 & 5% for A.Wt
total rate = 50.40 No 8.00 50.40 403.20
PROVIDING ELECTRIFICATION TO ADMINISTRATIVE BUILDING FOR PROPOSED
CONSTRUCTION OF GOVT. POLYTECHNIC COLLEGE AT AFZALPUR IN GULBARGA DIST.
-
8/3/2019 ADM Building.
37/80
4 point wiring using class A Materials: 8. point
wiring using copper wire without switch Supplying
and fixing adopting loop system in exisng PVC
Conduit / casing caing using copper PVC insulated
multi strand 2x1.5Sqmm copper wire with a6Amps
flush typ DSR item No. 8 Page No.4
II. point wiring using class A Materials
a I a) short point upto 3Mtr from tapping to out let via
switch
rate as per D.S.R =155 & 5% for A.Wt
total rate = 162.75 No 40.00 162.75 6510.00
b medium point above 3Mtr upto 6Mtr from tapping
point to out let via switch box
rate as per D.S.R =240 & 5% for A.Wt
total rate = 252 No 50.00 252.00 12600.00
c Long pint above 6Mtr upto 10Mtr from tapping point
to out let via
rate as per D.S.R =355 & 5% for A.Wt
total rate = 367 No 54.00 367.00 19818.00
5 Supplying 6A flush/projected type socket and a 6amps flush/ projected type SP switch either
surface/flush mounting in a existing gang box or in a
4mm thick plasti sheet and fixing over a flush
mounted wooden box and wiring using necessary
capacity wires as required .SR item no. 12 (b) page
no. 6
a 4 Module
rate as per D.S.R =90 & 5% for A.Wt
total rate = 94.50 No 38.00 94.50 3591.00
6 Supplying &fixing backlite DP socket/switch
with/Without neion indiator over eisting of wood or flush
mounting in plastic plate/niteches 16 amps flush type
universal sket II.a) 32Amps Flush/projecte type DP switch
SR item no. 14 (II) a page no. 6
Using Group A material
32Amps Flush/projecte type DP switch
a rate as per D.S.R =120 & 5% for A.Wt No 17.00 126.00 2142.00
total rate = 126.00
b rate as per D.S.R =95 & 5% for A.Wt No 17.00 99.75 1695.75
total rate = 99.75
7 Wiring for lighting/power circuit using oe of PVCinsulated 1100v grade mltis and Copper conductor
single core cable in open or consealed system of
wiring . II e) 6 sqmm SR item no. 20 (I) page no. 9
Group A materials
a 2.5sqmm
rate as per D.S.R =21 & 5% for A.Wt
total rate = 22.05 Rmt 3200.00 22.05 70560.00
b 4 sqmm
rate as per D.S.R =30 & 5% for A.Wt
total rate = 31.50 Rmt 2100.00 31.50 66150.00
-
8/3/2019 ADM Building.
38/80
c 6 sqmm
rate as per D.S.R =50 & 5% for A.Wt
total rate = 52.50 Rmt 240.00 52.50 12600.00
8 Supplying 4mm thick plastic sheet with necessary
nitches for fixing switches regulators etc and fixing on
existing wooden or metal box using NF screws.SR
item no. 22 page no. 10
rate as per D.S.R =0.2 & 5% for A.Wt
total rate = 0.21 No 24950.00 0.21 5239.50
9 Supplying and fixing PBBC bakelite straight or slant
batten holder and wiring within 60w/230 volts lamps .
b) Group A SR item no. 2 (b) page no. 13
a Group A
rate as per D.S.R =55 & 5% for A.Wt
total rate = 57.75 No 26.00 57.75 1501.50
10 Supplying surface mounted type mirror optic
luminaries for single/ Twin 36/40watts fluorescentlamps cross rising of stove enameled deep coloured
MS low profile housing complete with all accessories
and high purity anodized aluminum reflector
assembling along with cross louvers including
necessary fluorescent tubues with low loss open
construction copper wound ferromagnetic ballast
starters etc complete set . DSR item No. 5 II (b)
Page No. 17
b) Group A
rate as per D.S.R =3300 & 5% for A.Wt
total rate = 3465.00 No 29.00 3465.00 100485.00
11 Supply of Spcial type lamps .18 Watts CFL No
DSR item No. 21 Page No. 43
rate as per D.S.R =280 & 5% for A.Wt No 26.00 294.00 7644.00
total rate = 294
12 Supplying capacitor type ceiling Fan complete with
down rod blades shackle caopies etc for operation on
230volts 50 cycles Single phase AC supply
conforming to ISS-374-1979 and with double ball
bearing system . DSR item No. 23 (II) Page No. 23
rate as per D.S.R =1850 & 5% for A.Wt
total rate = 1942.50 No 36.00 1942.50 69930.00
13 22). Supplying of 144orpm heavy duty exhust fan
with bracket blades suitable for opeate on 230V
50Hz AC supply compete . I. Group A DSR item
No. 22 Page No. 22
rate as per D.S.R =2550 & 5% for A.Wt
total rate = 2677.50 No 8.00 2677.50 21420.00
-
8/3/2019 ADM Building.
39/80
14 Supplying High pressure sodium vapour street light
fitting die cast aluminium canopy with aluminum
housing for control gear finished stove enamel gray
glassy white canopy interior with a pair of anodized
aluminum reflectors clear acrylic bowl gasket lining
for drip inseat resistance duly with porcelain holder
copper choke igniter and HPF condenser including
sodium vapour lamp . DSR item No.12 (II) a Page
No. 19
rate as per D.S.R =6450 & 5% for A.Wt
total rate = 6772.50 no 1.00 6772.50 6772.50
15 Supplying decorative horizontal type street light
fluorescent fitting weather and water proof complete
with low loss open construction copper wound
ferromagnetic ballast starter locking type brass
contact holders with 1 no of 4 feet 40 watts fluorescnt
tube completely wired for use on 230/250 volts 50
cycles AC Supply with opal reeded Perspex cover at
bottom complete fitting .DSR item No. 6 (II)Page
No.17
Group B
rate as per D.S.R =1850 & 5% for A.Wt no 3.00 1942.50 5827.50
total rate = 1942.50
16 supplying all types & all capacities fluorescent false
ceiling/spot light/CFL fittings indoor on the
wall/ceiling/rafters/girders using 23/ 0.0076 twin
twisted PVC insulated wires, required nos of round
blocks and clamps (if required). DSR item No. 7 a
Page No.27
On wall/ ceiling Rafter/Girders.
rate as per D.S.R =85 & 5% for A.Wt No 52.00 89.25 4641.00total rate = 89.25
17 8).Fixing a ceiling fan/Wall mounting fan of all
capacities and all types to the existing Shook
together with supplying and fixing a 5 ampers ceiling
rose ncessary length of 23/0.0076 inch PVC
insulated twin twisted copper wire and wiring
completely . DSR item No. 8 Page No. 27
rate as per D.S.R =95 & 5% for A.Wt
total rate = 99.75 No 36.00 99.75 3591.00
18 12). Fixing one exhaust fan in the nitch already left in the
wall with bolts and nuts and 5 amps ciling rose with
sufficient length of 23/ 0.0076 inch PVC insulated twin
core wire of approved make .DSR item No.12 Page No.27
rate as per D.S.R =280 & 5% for A.Wt No 8.00 294.00 2352.00
total rate = 294
-
8/3/2019 ADM Building.
40/80
19 Supplying and fixing mm dia class A GI pipe
brackets upto 2.7meters long for fixing
MV/SV/MH/FTL street light fitting of all capacities on
rail/RCC/wall/tubular pole suitable clamps bolts and
nuts and wiring using suitable capacity wires etc
complete. b DSR item no 2 b. Page no 26.
rate as per D.S.R =850 & 5% for A.Wt
total rate = 892.50 No 1.00 892.50 892.50
20 1 ). Supplying & fixing mm dia class A GI pipe
bracket up to 2 mtrs long bent at suitable angle and
fixing to this bracket 1x40/2x40 watts fluorescent
tube street light fitting of all capacities to GI or CI or
rail or RCC pole / wall using suitable clam DSR item
No.1 Page No. 26
Using 25mm dia GI pipe
rate as per D.S.R =550 & 5% for A.Wt
total rate = 577.50 No 3.00 577.50 1732.50
21 14) Supplying and fixing regular MCB distribution
boards on wall/ woodboard / flush mounting using
required clamps bolts bolts nuts ect.. with provision
for fixing suitable type capacity MCB,s single phase
/3 phase/ single door with powder coated paint DSR
item No.14 Page No.36
II-Double Door 12Way SP & N
rate as per D.S.R =1450 & 5% for A.Wt No 4.00 1522.50 6090.00
total rate = 1522.50
I- Single Door 12Way SP & N
rate as per D.S.R =1050 & 5% for A.Wt
total rate = 1102.50 No 2.00 1102.50 2205.00
22 Supplying and fixing miniature circuit breakers on
existing MCB distribution boards using necessary
fixing materials and wiring complete as required.DSR
item No.13.C Page No. 34
5-32Amps SP Group A
rate as per D.S.R = 200 & 5% for A.Wt
total rate =210 No 29.00 210.00 6090.00
5-32Amps DP Group A
rate as per D.S.R =540 & 5% for A.Wt
total rate = 567 No 8.00 567.00 4536.00
5-32Amps TPN Group A
rate as per D.S.R =1075 & 5% for A.Wt
total rate = 1128.75 No 4.00 1128.75 4515.00
23 Supplying Fixing palished wood bond market Rate
2800.00/ sqmt.
Market rate 2800 Sqm 1.20 2800.00 3360.00
24 Supplying of Switch disconnector fuse unit (TPN)
HRC type (but without HRC fuses). DSR item No.4
Page No. 31
-
8/3/2019 ADM Building.
41/80
250 amps Group A
rate as per D.S.R =6875 & 5% for A.Wt
total rate = 7218.75 No 2.00 7218.75 14437.50
125 amps Group A
rate as per D.S.R =4375 & 5% for A.Wt
total rate = 4593.75 No 2.00 4593.75 9187.50
25 Supplying of on load change over switches 4 poles
415V 50Hz AC Supply. DSR item No.7 Page No.
32250 amps Group A
rate as per D.S.R =15950 & 5% for A.Wt
total rate = 16747.50 No 1.00 16747.50 16747.50
26 Supplying and fixing of LED type panel board
indicating lamp with requird colour suitable for 220v
AC 50 Hz 12/24v DC. DSR item No. 35 Page No. 38
rate as per D.S.R =425 & 5% for A.Wt
total rate = 446.25 No 1.00 446.25 446.25
27 Supplying and fixing angle iron frame work fabricatedout of M.S angle iron and M.S flat .. with bolts
washhe etc and painted with 2 coats of red oxide and
then two coats of approved paint . DSR item No.38
Page No.39
a) 40x40x6 mm
rate as per D.S.R =210 & 5% for A.Wt
total rate = 220.50 Rmt 4.40 220.50 970.20
28 Fixing of Amps TPST/ change over switch/ Contactor
along wth neutral link with screws bolts nuts and wiring
using required capacity wires and circuit labeling .
DSR item No.16 Page No.28
a) 100A to 250A TPST
rate as per D.S.R =490 & 5% for A.Wt
total rate = 514.5 No 4.00 514.50 2058.00
29 Supplying & fixing of Porcelain fuse channel with cut
out on existing wooden/panel using necessary nuts
bolts and wshers ect .. complete .DSR item No.3
Page No.30
200Amps
rate as per D.S.R =825 & 5% for A.Wttotal rate = 866.25 No 6.00 866.25 5197.50
30 Supplying of LT UG cable having aluminium
conductor PC insulated sheathed galvanized steel
wire/steel tap aroured cable with PVC outer
sheathing 1,1 KV class. DSR item No. 10(II)
Page No. 68
f) 3.5 core 35 sqmm ,,
rate as per D.S.R =250 & 5% for A.Wt
total rate = 262.50 Rmt 120.00 262.50 31500.00
-
8/3/2019 ADM Building.
42/80
31 Supplying and fixing L.T cast lron pot heads suitable
for 1.1 KV calss UG cable filled with necessary
bitumen/nsulating compound complete with terminals
clamps bolts nuts and washers ect DSR
item No. 16(e) Page No. 69
50Sqmm
rate as per D.S.R =500 & 5% for A.Wt
total rate = 525 No 1.00 525.00 525.00
32 11. Ladour charges for laying of 1.1KV class UG cable
when supplied agency in existing trench GI pipe/
stoneware pip[e / on wall/on pole as required. DSR
item No. 11 I Page No. 68
b. 25 sqmm to 75 sqmm
rate as per D.S.R =8 & 5% for A.Wt
total rate =8.40 Rmt 120.00 8.40 1008.00
33 11. Digging of trench of 0.6m deepx 0.50 mtr wide
refilling the trench to the required ground level and
consolidating ect complete (As per Civil SR KSRB I-2, P-
7)
b) In soil (hard)
rate as per D.S.R =50 & 5% for A.Wt
total rate = 52.5 Rmt 60.00 52.50 3150.00
34 Supplying and fixing of class A (medium duty) GI
pipe of wall thich ness not less than 3.25mm on
pole/wall/drain crossing with necessary clamping
arrangements for UG cable of 1.1 KV class . DSR
item No. 15 Page No. 69
(a) e. 100mm
rate as per D.S.R =660 & 5% for A.Wttotal rate = 693 Rmt 20.00 693.00 13860.00
35 25. Supplying tinned copper lugs and crimping and wiring
to terminal point for wire of the following sizes . DSR item
No. 26 Page No. 72
25 sqmm Alluminium or copper wire
rate as per D.S.R =22 & 5% for A.Wt
total rate =23.10 No 12.00 23.10 277.20
36 Supplying fixing wiring earth electrode for grounding
of lifts transformer DG sets etc,usiong 40mm dia 2,5mm thick 2.5 mtr long GI pipe with GI funnel with esh
& suitable size reducer fixed on the top of the earth
electrode.The funnel should be enclosed in CC
chamber of 400x400-x400mm with a cast iron
cover.The earth electrode shall have straggered
holes of 12mm dia & the electrode should be covered
150mm alround with alterate layers of salt & chrcoal
from the bottom of the CC chamber.The conection
from the electrode is to be established through GI
strips using GI bolt & nuts. DSR item No. 8 Page No.
66
-
8/3/2019 ADM Building.
43/80
rate as per D.S.R =2200 & 5% for A.Wt
total rate =2310 No 2.00 2310.00 4620.00
37 Supplying and fixing of class A (medium duty) GI
pipe of wall thich ness not less than 3.25mm on
pole/wall/drain crossing with necessary clamping
arrangements for UG cable of 1.1 KV class . DSR
item No. 15 Page No. 69 b. 50mm
rate as per D.S.R =260 & 5% for A.Wt
total rate =273.00 No 20.00 273.00 5460.00
38 Supplying fixing wiring earth electrode for grounding
conduits I.C cutouts and other equipments on the
meter board using 40mm dia 2.90 thick GI pipe 2.5
mtr long buried in a pit.. The pit should be filled with
eual proportion of salt and charcoal 150mm alround
the pipe to complete depth. The connection from the
pipe to the conduit etc is to be established through GI
wire of size as oer ISI specification 7.3.3 of IS 732
using 12mm dia bolts nuts washers and checknuts
etc the pipe shall have 16 through holes of 122 mmdia DSR item No. 7 Page No. 66
rate as per D.S.R =1500 & 5% for A.Wt
total rate =1575 Rmt 2.00 1575.00 3150.00
39 1. Supplying and running of GI/Copper strips for
grounding connections using necessary fixing materials as
required DSR item No. 9 Page No. 67
25x6mm
rate as per D.S.R =140 & 5% for A.Wt
total rate =147 Mtr 8.00 147.00 1176.00
40 Supplying fire extinguisher with connectected
accessories complete .
Dry chemical powder type DSR item No. 5 Va Page
No. 62
rate as per D.S.R =2400 & 5% for A.Wt Each 1.00 2520.00 2520.00
total rate =2520
41 Supplying Electrical rubber mat tested to 22 KV with
grooved ISI mark DSR item No. 3 (a) Page No.62
{ 6 x 3 x } 1.82 x 0.91 x 0.021m
rate as per D.S.R =2000 & 5% for A.Wt
total rate =2100 Each 1.00 2100.00 2100.00
TOTAL 631487.10
-
8/3/2019 ADM Building.
44/80
18144 0.00
0.00
0.00
19110 0.00
0.00
0.00
0.00
0.00
7717.5 0.00
0.00
0.00
5796 0.000.00
0.00
0.00
0.00
1323 0.00
0.00
0.00
630.000 0.00
0.00
403.2 0.00
0.00
-
8/3/2019 ADM Building.
45/80
0.00
0.00
0.00
0.00
6510 0.00
0.00
0.00
12600 0.00
0.00
0.00
19818 0.00
0.00
0.00
0.00
0.00
3591 0.00
0.00
0.00
0.00
0.00
2142.000 0.00
0.00
1695.750 0.00
0.00
0.00
0.00
0.00
0.00
0.00
70560.0 0.00
0.00
0.00
66150.000 0.00
-
8/3/2019 ADM Building.
46/80
-
8/3/2019 ADM Building.
47/80
0.00
0.00
6772.5 0.00
0.00
0.00
0.00
0.00
5827.5 0.00
0.00
0.00
0.00
0.00
4641 0.000.00
0.00
0.00
0.00
0.00
3591 0.00
0.00
0.00
2352 0.00
0.00
0.00
-
8/3/2019 ADM Building.
48/80
0.00
0.00
892.5 0.00
0.00
0.00
0.00
0.00
1732.5 0.00
0.00
0.00
0.00
6090 0.00
0.00
0.00
0.00
2205 0.00
0.00
0.00
0.00
0.00
6090 0.00
0.00
0.00
4536 0.00
0.00
0.00
4515 0.00
0.00
0.00
3360 0.00
0.00
0.00
-
8/3/2019 ADM Building.
49/80
0.00
0.00
14437.5 0.00
0.00
0.00
9187.5 0.00
0.00
0.000.00
0.00
16747.5 0.00
0.00
0.00
0.00
446.25 0.00
0.00
0.00
0.00
0.00
970.2 0.00
0.00
0.00
0.00
0.00
2058 0.00
0.00
0.00
0.00
0.005197.5 0.00
0.00
0.00
0.00
0.00
31500 0.00
0.00
-
8/3/2019 ADM Building.
50/80
0.00
0.00
0.00
525 0.00
0.00
0.00
0.00
0.00
1008 0.00
0.00
0.00
0.00
0.00
3150 0.00
0.00
0.00
0.00
0.0013860 0.00
0.00
0.00
0.00
0.00
277.2 0.00
0.00
0.00
-
8/3/2019 ADM Building.
51/80
0.00
4620 0.00
0.00
0.00
0.00
5460 0.000.00
0.00
0.00
3150 0.00
0.00
0.00
0.00
0.00
1176 0.00
0.00
0.00
0.00
42735 -40215.00
0.00
0.00
0.00
0.00
0.00
2100 0.00
668741.10
668741.10
-
8/3/2019 ADM Building.
52/80
SL.No. Particulars of item Unit Qty
1 Concealed system: Supplying 20mm dia 2mm thick 2.5mm thick heavy guagePVC conduit pipe with suitable size bends, metal/ PVC junction bxes
adhesive paste etc, & running before concrete the slab. The conduit shall b
tied to the reinforcement rods by using binding wires & unused ways of
junction boxes and pipe ends should be covered using PVC and enclosures
run with 18 SWG GI fish wre wherever necessary. DSR item No. 2(a) Page
No.2a & 2b
a 19/20mm dia 2mm thick
rate as per D.S.R =27 & 5% for A.Wt
total rate = 28.35 Rmt 640.00
b 25mm dia 2mm thick
rate as per D.S.R =35 & 5% for A.Wt
total rate = 36.75 Rmt 520.00
1 2) Groove cutting : supplying dia 200/2.5mm thick heavy gauge PVC
conduit pipe with bends metal junction boxes adhesive paste etc and bracing
U or J hooks and ceent plastering up to the surface of the brick level and run
with 18 SWG GI fish wire run through out the conduit whever necessary
DSR item No. 3(a) Page No.2
a) 19/20mm dia 2mm thick
a rate as per D.S.R =35 & 5% for A.Wt
total rate = 36.75 Rmt 210.00
b 25mm dia 2mm thick
rate as per D.S.R =46 & 5% for A.Wttotal rate = 48.3 Rmt 120.00
2 2) supplying and flush mounting teak wooden box without front plank
made of not less than 12mm thick wood after due groove cutting necessary
masonry patch work complete . DSR item No. 6 Page No.3
a 12x9x3 (300x228x76mm)
rate as per D.S.R =70 & 5% for A.Wt
total rate = 73.50 No 18.00
b10x7x3 (254x178x76mm)
rate as per D.S.R =60 & 5% for A.Wt
total rate = 63 No 10.00c rate as per D.S.R =48 & 5% for A.Wt
total rate = 50.40 No 8.00
PROVIDING ELECTRIFICATION TO ADMINISTRATIVE BUILDING FOR PROP
CONSTRUCTION OF GOVT. POLYTECHNIC COLLEGE AT AFZALPUR IN GULBAR
-
8/3/2019 ADM Building.
53/80
3 point wiring using class A Materials: 8. point wiring using copper wire
without switch Supplying and fixing adopting loop system in exisng PVC
Conduit / casing caing using copper PVC insulated multi strand 2x1.5Sqmm
copper wire with a6Amps flush typ DSR item No. 8 Page No.4
II. point wiring using class A Materials
a I a) short point upto 3Mtr from tapping to out let via switchrate as per D.S.R =155 & 5% for A.Wt
total rate = 162.75 No 40.00
b medium point above 3Mtr upto 6Mtr from tapping point to out let via switch
box
rate as per D.S.R =240 & 5% for A.Wt
total rate = 252 No 50.00
c Long pint above 6Mtr upto 10Mtr from tapping point to out let via
rate as per D.S.R =355 & 5% for A.Wt
total rate = 367 No 54.00
4 Supplying 6A flush/projected type socket and a 6 amps flush/ projected type
SP switch either surface/flush mounting in a existing ga