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PWD (WB) Schedule of Rates 2014
4th CORRIGENDA & ADDENDA
FOR SCHEDULE OF RATES OF PWD (W.B)-2014
Volume-I: ( For Building Works, Materials & Labour)
(A) CORRIGENDA
In place of
Please read
Supplying, fitting & fixing Zn -Al alloy (55% Al & 45% Zn) coated
(followed by colour coated on both side) steel sheet work having
minimum yield strength of 550 Mpa of trapizoidal profile of approved
make (excluding the supporting frame work) fitted and fixed with 55
mm & 25 mm Self tapping screw , EPDM Washer 16 mm dia & 3 mm
th. washer etc. complete with 150 mm. end lap and one corrugation
minimum side lap. (Payment to be made on area of finished work).
(i) In Roof:a) With 0.45 mm thick sheet
Supplying, fitting & fixing Zn -Al alloy (55% Al & 45% Zn) coating of 150
grams per sq. metre (followed by colour coated on both side) steel
sheet work having minimum yield strength of 550 Mpa of trapizoidal
profile of approved make (excluding the supporting frame work) fitted
and fixed with 55 mm & 25 mm Self tapping screw , EPDM Washer 16
mm dia & 3 mm th. washer etc. complete with 150 mm. end lap and
one corrugation minimum side lap. (Payment to be made on area of
finished work).
(i) In Roof:a) With 0.5 mm thick sheet
Providing Bored Cast-in-situ____________ grade R.C.C. pile in position
as per specifications in all kinds of soil including cost of boring using
drilling mud to stabilize the bore and flushing the bore of excess mud
with freshly prepared drilling fluid by using pumps prior to placing
concrete by tremie pipe in one continuous operation and including the
Section - 1:Building
cost of all materials and labour for placing of concrete and also
Works
261
including the cost of mobilization and hire charges of all equipment
(U) - Additional
&
necessary for boring, welding of reinforcement cage as necessary and
items
Page 1 & 2 of 6 of
lowering of reinforcement cage, preparation and placing of concrete,
54 (a) & (b)
1st Corrigenda
including the cost of concrete but excluding the cost of reinforcement
&
and labour for bending binding etc. complete as per Drawing and
1st Corrigenda
Technical Specifications and removal of excavated earth with all lifts
and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec
2).
Providing Bored Cast-in-situ____________ grade R.C.C. pile in position
as per specifications in all kinds of soil including cost of boring using
drilling mud to stabilize the bore and flushing the bore of excess mud
with freshly prepared drilling fluid by using pumps prior to placing
concrete by tremie pipe in one continuous operation and including the
cost of all materials and labour for placing of concrete and also
including the cost of mobilization and hire charges of all equipment
necessary for boring, welding of reinforcement cage as necessary and
lowering of reinforcement cage, preparation and placing of concrete,
including the cost of concrete but excluding the cost of reinforcement
and labour for bending binding etc. complete as per Drawing and
Technical Specifications and removal of excavated earth with all lifts
and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec
2).
Page No
232 & Page-1 of
2nd CORRIGENDA
& ADDENDA
Chapter & Item no
and reference
Chapter-U, Item
No:8(a) & 2nd
CORRIGENDA &
ADDENDA
Page 1 of 5
Remarks
Date: 20.04.2015
PWD (WB) Schedule of Rates 2014
4th CORRIGENDA & ADDENDA
FOR SCHEDULE OF RATES OF PWD (W.B)-2014
Volume-I: ( For Building Works, Materials & Labour)
(A) CORRIGENDA
In place of
Page No
Please read
Chapter & Item no
and reference
(a) Using hydraulic piling rig
i) Pile diameter - 300 mm.
ii) Pile diameter - 350 mm.
iii) Pile diameter - 400 mm.
iv) Pile diameter - 450 mm.
v) Pile diameter - 500 mm.
vi) Pile diameter - 550 mm.
vii) Pile diameter - 600 mm.
viii) Pile diameter - 650 mm.
ix) Pile diameter - 700 mm.
(b) Using tripod, winches
i) Pile diameter - 300 mm.
ii) Pile diameter - 350 mm.
Section - 1:Building iii) Pile diameter - 400 mm.
iv) Pile diameter - 450 mm.
Works
261
(U) - Additional v) Pile diameter - 500 mm.
&
vi) Pile diameter - 550 mm.
items
Page 1 & 2 of 6 of
vii) Pile diameter - 600 mm.
54 (a) & (b)
1st Corrigenda
viii) Pile diameter - 650 mm.
&
ix) Pile diameter - 700 mm.
1st Corrigenda
(a) Using hydraulic piling rig
Deleted
Deleted
Deleted
iv) Pile diameter - 450 mm.
v) Pile diameter - 500 mm.
vi) Pile diameter - 550 mm.
vii) Pile diameter - 600 mm.
viii) Pile diameter - 650 mm.
ix) Pile diameter - 700 mm.
(b) Using tripod, winches
Deleted
Deleted
Deleted
iv) Pile diameter - 450 mm.
v) Pile diameter - 500 mm.
vi) Pile diameter - 550 mm.
vii) Pile diameter - 600 mm.
viii) Pile diameter - 650 mm.
ix) Pile diameter - 700 mm.
Note:
1. The rate provided is exclusive of cost of concrete. Construction wing
is to add cost of concrete of desired grade for volume corresponding to
1.0m length of pile length, to arrive at the complete rate. Also the
desired crushing strength is to be mentioned in the space provided in
the description of item. The Rate of providing the temporary steel
casing upto 3m depth is included.
2.To obtain the complete rate the construction wing have to add cost of
concrete volume for 1m length of pile, multiplied by a factor:[1+ {
dummy length of pile( max=1.5m) / Individual pile length}]
3. The cost of dismantling the length of the pile above cut off level is to
be paid separately.
Page 2 of 5
Note:
1. The rate provided is exclusive of cost of concrete. Construction wing
is to add cost of concrete of desired grade for volume corresponding to
1.0m length of pile length, to arrive at the complete rate. Also the
desired crushing strength is to be mentioned in the space provided in
the description of item. The Rate of providing the temporary steel
casing upto 3m depth is included.
2.To obtain the complete rate the construction wing have to add cost of
concrete volume for 1m length of pile, multiplied by a factor:[1+ {
dummy length of pile( max=1.5m) / Individual pile length}]
3. The cost of dismantling the length of the pile above cut off level is to
be paid separately.
Remarks
Date: 20.04.2015
PWD (WB) Schedule of Rates 2014
(B) ADDENDA
Nadia
excluding area of Kalyani
Sub Div
Murshidabad
Jalpaiguri & plains of
Siliguri Sub Divn. & Area
of Haldibari PS
Coochbehar excluding
the area of Haldibari PS
Uttar/ Dakshin Dinajpur
Dist.
626.00
626.00
626.00
626.00
626.00
626.00
626.00
626.00
626.00
626.00 626.00
626.00
626.00
626.00
sqm
325.00
325.00
325.00
325.00
325.00
325.00
325.00
325.00
325.00
325.00
325.00 325.00
325.00
325.00
325.00
sqm
327.00
327.00
327.00
327.00
327.00
327.00
327.00
327.00
327.00
327.00
327.00 327.00
327.00
327.00
327.00
sqm
1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00 1083.00
Darjeeling except plains
of Siliguri Sub Divn.
Bankura
626.00
Malda
Kolkata /
24 Pgs (N
& S)
/Area of
Kalyani
Sub Div
Medinipur (W)
NC / NBCC - I / NBCC - II
Medinipur (E)
CENTRAL CIRCLE
Howrah/ Hoogly
SOUTH-WESTERN CIRCLE
Birbhum
WC-II
Purulia
WC - I
Rate (Rs.)
Bardhaman
PC /KHC/
EC / SC /
BNC /
WC-II
Unit
Item No.
Description of Items
1) Providing and fixing thermal insulation of ceiling (under deck
insulation) with Resin Bonded Rockwool conforming to IS: 8183,
density 48 kg/m3, 50m mm thick, wrapped in 200 G Virgin Polythene
bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and
wire mesh of 12.5 mm x 24 gauge wire mesh for top most ceiling of
building.
sqm
2) Providing and fixing thermal insulation of ceiling with Resin Bonded
Rockwool conforming to IS: 8183, density 48 kg/m3, 50m mm thick,
wrapped in 200 G Virgin Polythene bags placed over existing false
ceiling and held in position by criss-crossing GI wire.Cement Mortar
(1:4) complete in all respect.
3) Providing and fixing thermal insulation with Resin Bonded Rockwool
conforming to IS: 8183, having density 48 kg/m3, 50m mm thick,
wrapped in 200 G Virgin Polythene bags fixed to wall with screw,
rawel plug & washers and held and in position by criss-crossing GI
wire etc. Complete as per directions of Engineer-in Charge.
4) Providing and laying roof insulation with 40 mm thick impervious
sprayed, closed cell free Rigid Polyurethane foam over deck
insulation conforming to IS - 12432 Pt. III (density of foam being 40-45
kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per
litre, laying 400 G polythene sheet over PUF spray in panels of 2.5 m
x 2.5 m and embedding with 24 G wire netting and sealing the joints
with polymerized mastic, all complete as per direction of Engineer-inCharge.
Page 3 of 5
REMARKS
Section 1.........BUILDING WORKS
(U) - Additional Items
PWD (WB) Schedule of Rates 2014
5) Providing and fixing partition upto ceiling height consisting of G.I.
frame and required board, consisting of floor and ceiling channel
50/51 mm wide having equal flanges of 32 mm and 0.50 mm thick,
fixed to the floor and ceiling at the spacing of 610mm centre to
centre with dash fastener of 12.5 mm dia meter 50 mm length or
suitable anchor fastener or metal screws with nylon plugs and the
studs 48 mm wide having one flange of 34 mm and other flange 36
mm and 0.50 mm thick fixed vertically within flanges of floor and
ceiling channel and placed at a spacing of 610 mm centre to centre by
6 mm dia bolts and nuts, including fixing of studs along both ends of
partition fixed flush to wall with suitable anchor fastener or metal
screws with nylon plugs at spacing of 450 mm centre to centre, and
fixing of boards to both side of frame work by 25 mm long dry wall
screws on studs, floor and ceiling channels at the spacing of 300 mm
centre to centre.The boards are to be fixed to the frame work with
joints staggered to avoid through cracks, M.S. fixing channel of 99
mm width (0.9 mm thick having two flanges of 9.5 mm each) to be
provided at the horizontal joints of two boards, fixed to the studs
using metal to metal flat head screws, including jointing and finishing
to a flush finish with recommended jointing compound, jointing tape,
angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and
two coats of primer suitable for board as per manufacture’s
specification and direction of engineer in charge all complete.
i)
66 to 67 mm overall thickness partition using 8 mm thick High
pressure steam cured non-Asbestos multipurpose Cement Board
reinforced with cellulose fibre(Density>1250kg/m3) manufactured
through autoclaving process as per IS: 14862 with suitable fibre
cement screws.
sqm
1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00 1504.00
Page 4 of 5
REMARKS
Uttar/ Dakshin Dinajpur
Dist.
Coochbehar excluding
the area of Haldibari PS
Jalpaiguri & plains of
Siliguri Sub Divn. & Area
of Haldibari PS
Darjeeling except plains
of Siliguri Sub Divn.
NC / NBCC - I / NBCC - II
Malda
CENTRAL CIRCLE
Murshidabad
Bankura
Medinipur (W)
SOUTH-WESTERN CIRCLE
Medinipur (E)
Rate (Rs.)
WC-II
Howrah/ Hoogly
Birbhum
Purulia
Kolkata /
24 Pgs (N
& S)
/Area of
Kalyani
Sub Div
WC - I
Bardhaman
PC /KHC/
EC / SC /
BNC /
WC-II
Unit
Item No.
Description of Items
Nadia
excluding area of Kalyani
Sub Div
Section 1.........BUILDING WORKS
(U) - Additional Items
PWD (WB) Schedule of Rates 2014
ii)
70 to 71 mm overall thickness partition using 10 mm thick High
pressure steam cured non-Asbestos multipurpose Cement Board
reinforced with cellulose fibre (Density>1250kg/m3) manufactured
through autoclaving process as per IS: 14862 with suitable fibre
cement screws.
sqm
1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00 1707.00
sqm
810.00
6) 15mm thick topping of crazy marble stone flooring in white, black or
as specified including filling the gaps with light shade pigment with
white cement marble powder mixture (3 parts of white cement : 1
part of marble powder) by weight in proportion of 4:7 (4 cement
marble powder mix : 7 white, black or white and black marble chips
of sizes from 1 mm to 4 mm nominal size by volume), with under
layer 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 12.5 mm nominal size), including rubbing,
polishing and cement slurry etc. complete:
(SAGAR KR. CHAKRABORTY)
Superintending Engineer
Bridge Planning Circle, P.W.(R) Dte. &
Jt. Convenor of the Combined Schedule
Committee of PWD
801.00
799.00
799.00
806.00
(DEBASHIS ROY)
Superintending Engineer,
Planning and Monitoring Circle, P.W. Dte. &
Convenor of the Combined Schedule
Committee of PWD
Page 5 of 5
802.00
801.00
799.00
804.00
804.00
803.00 813.00
(MALAY GHOSH)
Chief Engineer (HQ)
Public Works Directorate &
Chairman of the Combined Schedule
Committee of PWD
802.00
802.00
805.00
REMARKS
Uttar/ Dakshin Dinajpur
Dist.
Coochbehar excluding
the area of Haldibari PS
Jalpaiguri & plains of
Siliguri Sub Divn. & Area
of Haldibari PS
Darjeeling except plains
of Siliguri Sub Divn.
NC / NBCC - I / NBCC - II
Malda
Bankura
Medinipur (W)
CENTRAL CIRCLE
Murshidabad
Rate (Rs.)
SOUTH-WESTERN CIRCLE
Medinipur (E)
Howrah/ Hoogly
WC-II
Birbhum
Purulia
Kolkata /
24 Pgs (N
& S)
/Area of
Kalyani
Sub Div
WC - I
Bardhaman
PC /KHC/
EC / SC /
BNC /
WC-II
Unit
Item No.
Description of Items
Nadia
excluding area of Kalyani
Sub Div
Section 1.........BUILDING WORKS
(U) - Additional Items