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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹2.0 Cr
EMD Value
₹2 L
Closing Date
29 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Dy.Minicipal Commissioner - West Zone
Maintenance, Repairing, Renovation work for Different Municipal Schools, Anganwadi, Toilet,Urinal & Municipal Garden and Other Municipal Buildings in Ranip ward at West Zone.
265922
7/25-26(T.N.64)
Open
Civil Works - Others
Works
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹3,600
Yes
Municipal Commissioner, Ahmedabad
₹2 L
Yes
17 Jan 2026
17 Jan 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
1. Name of Work : Maintenance, Repairing, Renovation work for Different
Municipal Schools, Anganwadi, Toilet,Urinal & Municipal
Garden and Other Municipal Buildings in Ranip ward at West
2. Tender Estimated Cost : Rs:-
: 1% of the Tender Cost in the form of Rs. 200000.00 (D.D. / Pay
3. Earnest Money
- Order / Local Micr Check/B.G.)
4 Tender Fee Rs : Demand Draft of Rs.3600.00
5 S.D. : 5 % of tender amount
6. Time-Limit : 12 months
7. Validity Period : 120 Days
(a) Eligibility Criteria Register “B” class in PWD in Govt. R&B/CPWD/AMC or
equivalent registration with any other state Govt. or
8. (i) Last Date of Submission of :
(ii) Mode of Sending : a) In Sealed cover in duplicate copies by Registered Post A.D,
or by Courier.or hand delivery
b) Tender sent by ordinary post will be rejected out right.
(iii) Description essential to :
a) Name of work, Tender Notice No. & Tender No.
be made on sealed cover b) Date of receiving tender by Corporations.
(iv) Mode of quoting rates in : The Price bid shall be submitted online only.
Schedule of Quantities and
Rates It shall not be submitted Physically.
9. Date of Opening : Dt.30-01-2026, 15:00 PM
10 Place of Submission & : Submission of EMD. Tender fee and other Documents during office
Opening of Tender hours: On date.30-01-2026 &12:00 pm West Zone, 2nd Floor, A.M.
Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad
Municipal Corporation, W.Z. Office, Ahmedabad-380013.
11 Penalty Due to Delay of work (1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)
Rs.2500 per day (for tenders amounting above 10 Lakhs and upto
30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above
Lakhs) but not more then 10% of bill
Defect Liability : As per ‘B-1 Form Close
Whenever a work is allotted by Engineering staff, whether minor or
major of part thereof of any amount, the contractor shall be bound to
start the works within 48 hours of intimation of work. Communication
done telephonically via SMS, Via Whatsapp and through letter / E-
mail shall be considered legal and binding for the same. Failure of
comply to start the works in 48 hours of intimation as above by
Time permitted to start parts
contractor the contractor shall be levied penalty of (1) Rs.1000/- per
day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for
tenders amounting above 10 Lakhs and upto 30 Lakhs), (3)
Rs.5000 per day (for all tenders amounting above 30 Lakhs). Three
times failures by contractor shall make contractor responsible to be
black listed unless and otherwise justified properly in writing /
binding within 15 days of last notice of penalty.
The staff of the contractor shall wear safety jackets,
hoes, helmets etc. while on duty and any violation will attract
fine of Rs. 5,000/- for each incident.
Safety Failure to erect safety signage or trying to carry out he
works without proper precautions/safety measures as
equired will attract a fine of Rs. 5,000/- for each incident.
The contractor shall be responsible to make good and remedy at
his own expense any defect which may develop or may be noticed
before the period mentioned hereunder from the certified date of
completion, The within 15 days of receipt of the notice. In the case
of failure on the part of the contractor, the Engineer-in-charge may
rectify or remove or re-execute the work at the risk & cost of the
contractor. The Engineer-in-charge shall be entitled to appropriate
the whole or any part of the amount of security deposit towards
the expenses, if any, Incurred by him in rectification, removal or re-
execution. The Defects Liability period shall be as under(a) for all
works costing upto Rs. 50,000 ( amount put to tender), the period
shall be 3 months from the certified date of completion.
Defect &Liability Period
14 (b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore
(amount put tender), the period shall be 6 months from the
certified date of completion or one monsoon, whichever is later.
(c) for major projects costing more than Rs. 1 crore, the period
shall be 12 months from the certified date of completion which
should include one monsoon.
(d) For building works, the period specified in (a), (b) or (c) above
OR elapse of monsoon period following the certified date of
completion, whichever is later. For the purpose of deciding the
monsoon period, the 30th September may be treated as the last
Compensation for Delay 10% of Remaining work (As per Circular)
Whenever a work is allotted by Engineering staff, whether minor
or major of part thereof of any amount, the contractor shall be
bound to start the works within 48 hours of intimation of work.
Communication done telephonically via SMS, Via Whatsapp and
through letter / E-mail shall be considered legal and binding for
the same. Failure of comply to start the works in 48 hours of
Time permitted to start parts intimation as above by contractor the contractor shall be levied
16 of work penalty of (1) Rs.1000/- per day (for tenders amounting upto
Lakhs), (2) Rs.2500 per day (for tenders amounting above
Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders
amounting above 30 Lakhs). Three times failures by contractor
shall make contractor responsible to be black listed unless and
otherwise justified properly in writing / binding within 15 days of
last notice of penalty.
Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To
the Final Submission Time And Date. The Same Shall From a part Of
Addendum/Corrigendum
17 Tender And The Same As to be Attached Along With The Tender
EPF Act As per Acoount Department circular no-27, Date:07/01/2026
GST will be paid extra by AMC/Authority at prevailing rate to the
Signature of contractor
Add. City Engg.(West Zone)
Name : Ahmedabad Municipal Corporation
Company's Seal :Date :
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT-WEST ZONE
Name of The Work:- Maintenance, Repairing, Renovation work for Different Municipal Schools, Anganwadi,
Toilet,Urinal & Municipal Garden and Other Municipal Buildings in Ranip ward at West Zone.
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT-WEST ZONE
Name of Work:- Maintenance, Repairing, Renovation work for Different Municipal Schools, Anganwadi, Toilet,Urinal &
Municipal Garden and Other Municipal Buildings in Ranip ward at West Zone.
Qty Description of Item Rate in Rs. Per o
Excavation for foundation up to1.5 m
depth including sorting out and stacking
1a 200.00 of useful materials and disposing of 115.92 Cmt
theexcavated stuff upto 50 Meter
lead.(A) Loose or soft soil
b 150.00 1.5 to 3.0 mt.depth 128.52 Cmt
Excavation for foundation for depth from
3.0 m to 5.0 m including sorting out and
stacking of useful materials and disposing
the excavated stuff upto 50 Meter lead.(A)
Loose or soft soil
Excavation for foundation for depth from
1.5 m to 3.0 m including sorting out and
d 100.00 stacking of useful materials and disposing 270.83 Cu.M.
off the excavated stuff upto 50 Meter
lead.(C) Hard Murrum
Filling available excavated earth
(excluding rock) in trenches, plinth, sides
of foundations etc. in layers not
exceeding 20 cm. in depth
consolidation each deposited layer by
ramming and watering.
Filling in plinth with sand
underfloors including watering
ramming, consolidating and dressing etc.
Filling in foundation and plinth with
murrum or selected soil in layers of
cm. thickness including watering,
ramming and consolidating etc.
Providing and laying cement
concrete1:5:10 (1-Cement: 5-
coarses sand and:10-hand broken stone
5 100.00 aggregates 40mm nominal size) and 2,492.51 Cmt
curing complete excluding cost of
formworkin (A) Foundation and Plinth
Providing and laying cement
concrete1:4:8 (1-Cement: 4-
coarses and:8-hand broken stone
6 50.00 aggregates 40mm nominal size) and 2,634.11 Cmt
curing complete excluding cost of
formworkin (A) Foundation and Plinth
Providing and laying cement concrete
1:3:6 (1-Cement : 3- coarse sand : 6-
hand broken stone aggregates
mmnominal size) and curing complete
excluding cost of formwork in (A)
Foundation and Plinth..
Providing and laying cement
concrete 1:3:6 (1-Cement:3-coarse
sand:6-hand broken stone
8 40.00 aggregates 20mm nominal size) and 4,006.15 Cmt
curing complete including cost of
formwork in (A) wall caps/coping
(upto 10 ton)..
Providing and laying cement
concrete work 1:2:4 ((1-Cement:2- coarse
sand:4-graded aggregates 20mm
nominal size) curing complete
excluding cost of formwork and
Foundations, footings, base or
columns and mass concrete
Slabs, landing, shelves, balconies, lintels,
b 50.00 beams, girders and cantilivers upto 4,012.47 Cmt
floor two level
Independent piers, columns, and pillars,
upto floor two level
Provdg. & laying cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded
stone aggregates 20 mm nominal
size) for reinforced concrete
chhajjas not exceeding 10 cm.
thickness upto floors two level
including finishing the exposed
surfaces with cement mortar 1:3 (1
cement : 3 find sand) to give a smooth
and even surface centering and form
work and curing complete excluding
cost of reinforcement.
Providing and laying controlled cement
M.150 for curing complete excluding cost
formwork and reinforcement for reinforced
concrete work in (A) Foundations,
footings,Base of
columns and Mass concrete
Providing and laying in position
Ready Mixed M-150 grade
concrete for reinforced cement
conctere work, using cement
content as per approved Design Mix
manufactured in fully automatic
batching plant and transported to site
of work intransit mixer for a lead up to
10 kms having continuous agitated
mixer, manufactured as per mix design of
specified grade for reinforced
cement concrete work including
pumping of R.M.C. from transit mixer
to site of laying, excluding the cost of
centering shuttering finishing and
reinforcement including cost of
admixtures inrecommended proportions
as per IS:9103 to accelerate/
retard setting of concrete, improve work
ability without impairing strength and
durability as per direction of
theEngineer-in-charge. Without Fly Ash
(Min cement level as per latest IS456
shall be maintained)
Providing and laying in position
Ready Mixed M-200 grade
concrete for reinforced cement
conctere work, using cement
content as per approved Design Mix
manufactured in fully automatic
batching plant and transported to site
of work intransit mixer for a lead up to
10 kms having continuous agitated
mixer, manufactured as per mix design of
specified grade for reinforced
cement concrete work including
pumping of R.M.C. from transit mixer
to site of laying, excluding the cost of
centering shuttering finishing and
reinforcement including cost of
admixtures in recommended proportions
as per IS:9103 to accelerate/
retard setting of concrete, improve work
ability without impairing strength and
durability as per direction of
theEngineer-in-charge. Without Fly Ash
(Min cement level as per latest IS456
shall be maintained)
Providing and laying controlled cement
M.200for curing complete excluding cost
formwork and reinforcement for reinforced
concrete work in (A) Foundations,
footings,Base of
columns and Mass concrete
Walls, from top of foundation level upto
floor two level
Slabs,landing,shelves,Balconies Lintels,
c 20.00 Beams, Girders and Cantilever upto floor 4,460.36 Cum
Columns, Pillars posts and struts upto
d 10.00 floor two level. 4,558.20 Cum
Staircases excluding landing upto floor
Vertical and Horizontial its upto floor two
f 2.00 level. 4,701.97 Cum
Providing and laying in position
Ready Mixed M-250 grade
concrete for reinforced cement
conctere work, using cement
content as per approved Design Mix
manufactured in fully automatic
batching plant and transported to site
of work intransit mixer for a lead up to
10 kms having continuous agitated
mixer, manufactured as per mix design of
specified grade for reinforced
cement concrete work including
13 50.00 pumping of R.M.C. from transit mixer 4,853.56 Cmt
to site of laying, excluding the cost of
centering shuttering finishing and
reinforcement including cost of
admixtures in recommended proportions
as per IS:9103 to accelerate/
retard setting of concrete, improve work
ability without impairing strength and
durability as per direction of
theEngineer-in-charge. Without Fly Ash
(Min cement level as per latest IS456
shall be maintained) (Cement level
Providing and laying controlled cement
concrete M.250 and curing complete
13A excluding the cost of formwork and
reinforcement for reinforced concrete
Foundations, footings, Base of columns
B 10.00 and Mass concrete. 4,238.04 Cu.M.
Walls, from top of foundation
C 10.00 level upto floor two leve 4,519.88 Cu.M.
Slabs,landing,shelves,Balconies, Lintels,
Girders and Cantilever upto floor two
Columns, Pillars posts and
E 10.00 struts, upto floor two level. 4,593.91 Cu.M.
Providing and laying in position Ready
Mixed M-300 grade concrete for
reinforced cement conctere work , using
cement content as per approved Design
Mix manufactured in fully automatic
batching plant and transported to site of
work in transit mixer for a lead up to
kms having continuous agitated mixer,
manufactured as per mix design of
specified grade for reinforced cement
concrete work including pumping of
14 10.00 R.M.C. from transit mixer to site of 5,043.66 Cum
laying, excluding the cost of centering
shuttering finishing and reinforcement
including cost of admixtures in
recommended proportions as per IS:
to accelerate/ retard setting of
concrete, improve workability without
impairing strength and durability as per
direction of the Engineer - in - charge.
Without Fly Ash (Min cement level as per
shall be maintained)
Providing and laying in position Ready
Mixed M-350 grade concrete for
reinforced cement conctere work , using
cement content as per approved Design
Mix manufactured in fully automatic
batching plant and transported to site of
work in transit mixer for a lead up to
kms having continuous agitated mixer,
manufactured as per mix design of
specified grade for reinforced cement
concrete work including pumping of
15 4.00 R.M.C. from transit mixer to site of 5,140.94 Cum
laying, excluding the cost of centering
shuttering finishing and reinforcement
including cost of admixtures in
recommended proportions as per IS:
to accelerate/ retard setting of
concrete, improve workability without
impairing strength and durability as per
direction of the Engineer - in - charge.
Without Fly Ash(Min cement level as per
shall be maintained)
Providing and Laying ordinary
cement concrete 1:2:4 (1-Cement 2-
coarsesand: 4-graded stone
aggregates 20 mm nominal size) and
finishing smooth with curing etc.
complete including the cost of form work
but excluding the cost of reinforsement
for R.C.C work in (iv) Slabs having
more than 13 cm and upto
Providing and Laying ordinary
cement concrete 1:2:4 (1-Cement 2-
coarsesand: 4-graded stone
aggregates 20 mm nominal size) and
15b 20.00 finishing smooth with curing etc. 7,380.23 Cum
complete including the cost of form work
but excluding the cost of reinforsement
for R.C.C work in (iv) Slabs having
more than 8 cm and upto 10 cm.thickness
Providing and laying ordinary cement
concrete 1:2:4 (1- Cement 2- coarse sand
: 4- graded stone aggregates 20 mm
15c 25.00 nominal size) for R.C.C lintel including 8,634.45 Cum
finishing smooth with,curing etc. complete
including the cost of formwork but
excluding the cost of reinforcement.
Brick work using common burnt clay
building bricks having crushing
strength not less than 35kg./Sq.Cm.in
foundation and plinth in Cement
Mortar1:5 (1-Cement :5 - fine
50.00 (A) Conventional (upto 10 ton) 4,011.66 Cmt
20.00 B) Modular 4,345.02 Cmt
Extra Rate for brickwork in Above
17 Item for super structure above plinth
level upto floor two level (B) Conventional
a 20.00 (A) Conventional (upto 10 ton) 272.25 Cmt
b 20.00 B) Modular 262.35 Cmt
C) above floor two level Item No. 2(6.13) Per Floor
c 20.00 (A) Modular 42.66
D) above floor two level Item No. 2(6.13) Per Floor
d 20.00 (B) Conventional 40.09
Half brick masonry in common brunt
clay building bricks having crushing
strength not less than 35 Kg/Sq.Cm. in
18 26.00 Cement mortar 1:4 ( 1-Cement : 4 593.90 Smt
coarse sand ) in foundation and
Plinth conventional brickwork (up to
10 ton) (B) Conventional
Extra for half brick masonry in
19 20.00 super structure above plinth level upto 52.80 Smt
floor two level (B) conventional
Providing and laying Pre cast Light weight
concrete hollow core wall with hollow
core concrete unit of approved make &
size of 92 mm thick, 600 mm wide and
mm/ 3300 mm in legth made from of
controlled cement concrete M20
having cube compressive strength not
less than 20 MP a jointing with high
strength & tensile adhesion non-shrink
cementitious joint compound /P.U.
Foam. (Plaster not required)
Providing and laying Pre cast Light weight
concrete hollow core wall with hollow
core concrete unit of approved make &
size of 120 mm thick, 600 mm wide and
mm/ 3300 mm in legth made from of
controlled cement concrete M20
having cube compressive strength not
less than 20MP a jointing with high
strength & tensile adhesion non-shrink
cementitious joint compound/
P.U.Foam. (Plaster not required)
Providing and laying Pre cast
Regular concrete hollow core wall with
hollow core concrete unit of approved
make & size of 92 mm thick, 600 mm
wide and 2400 mm/ 2600 mm/
mm/ 3000 mm/ 3300 mm in legth
22 8.00 made from of controlled cement 777.00 Sqm
concrete M35 having cube compressive
strength not less than 35 MP a jointing
with high strength & tensile adhesion
non-shrink cementitious joint
compound/ P.U.Foam. (Plaster not
Providing and laying Precast
Regular concrete hollow core wall with
hollow core concrete unit of approved
make & size of 120 mm thick, 600 mm
wide and 2400 mm/ 2600 mm/
mm/ 3000 mm/ 3300 mm in legth
23 8.00 made from of controlled cement 875.00 Sqm
concrete M35 having cube compressive
strength not less than 35 MP a jointing
with high strength & tensile adhesion
non-shrink cementitious joint
compound /P.U.Foam. (Plaster not
Providing form work in ordinary
timber planking so as to give a rough
finish including centering, shuttering,
strutting and propping etc. height of
24 propping and centering below
supporting floor to celling not
exceeding 4 M & removal of the
same for in situ reinforced or plain
concrete work upto floor four level
Foundation, footings, bases of
columns etc. and mass concrete.
(B) Flat surfaces such as soffits of
supspened floors slabs Landings and the
like. (1) Floors etc. upto 200 mm in
(B) Flat surfaces such as soffits of
suspended floor roof slabs Landings and
the like. (2) Floors etc. above 200mm in
Vertical surface such as walls (any
thickness) partitions and the like including
attached buttresses & string course & the
(ii) Sides And Soffits Of Beam,
Haunchings Cantilevers, Girders,
Bressumers And Lintels Not
Exceeding 1 M In Depth.
(G) Columns PillarsPosts and struts. (1)
Square Rectangular Polygonal in plan.
g 4.00 (2) Circular or curved in plan. 422.10 Smt
(H) (2) Sides and soffits of Beams Beam
Haunchings canti-levers Girders
Bressumers and Lintels exceeding 1M.in
Providing and fixing 35 mm thick
shutters for Doors, windows and clear
25 story windows including anodised
alluminium butt hinges with necessary
(A) Indian Teak Wood (ii) Fully
(B) Indian Teak Wood (ii) Fully
(C) Indian Teak Wood (iii) Partly
panelled and partly glazed.
Providing and fixing 35 mm thick
shutters for Doors, windows and clear
story windows including black enamelled
M.S.butt hinges with necessary screws.
(A) Indian teak wood. (i) Fully
Panelled.(upto 10 ton)
(A) Indian teak wood. (ii) Fully
Glazed.(upto 10 ton)
(A) Indian teak wood. (iii) Partly
c 2.00 panelled and partly glazed. (upto 10 4,940.25 Smt
Providing and fixing 35 mm thick
panelled, glazed or panelled and
glazed shutters for Doors windows and
27 clear story windows including anodised
alluminium But hinges with necessary
screws and indian teak wood shutters
a 6.00 (A) Plywood sheet panels. 3,178.88 Smt
b 6.00 (B) Particle board panels 3,184.01 Smt
c 6.00 (C)Hard board panels. 3,153.15 Smt
d 6.00 (D) Asbestos sheet panels. 3,126.32 Smt
Providing and fixing 25 mm thick
shutters for cup boards etc.
including black enamelled M.S. butt
hinges with necessary screws.(A) Indian
teak wood. (i) Fully Panelled. (upto
Providing and fixing 25 mm thick shutters
for cupboards etc. including anodised
a 4.00 alluminium 2,594.74 Smt
butt hinges with necessary screws. (A)
Indian teak wood. (ii) Fully Glazed.
Providing and fixing 25 mm thick shutters
for cupboards etc. including anodised
alluminium butt hinges with necessary
screws. (A) Indian teak wood. (ii) Partly
panelled and partly glazed.
Providing and fixing plain asbestos
cement sheet 6 mm thick in
partitions including fixing to fames with
29 20.00 screws etc, complete with 50 mm x 827.20 Smt
12 mm Deodar wood beading
(Frames to be paid separately) (upto
Providing and fixing in partitions 4 mm
thick medium hard board of approved
quality including fixing to fames with
screws etc complete with 50 mm x
mm teak wood beading (Frames to
be paid separately) (upto 10 ton)
25 mm thick wooden shelves
supported on 40 x 40 mm x 6 mm T or
L iron brackets fixed at suitable
distances but not exceeding
cm. apart with Mango wood or
equivalent quality. (upto 10 ton)
40 mm thick wooden shelves
supported on 40 x 40mm x 6 mm T or L
iron brackets fixed at suitable distances
not exceeding 75cm. Apart with
Mango wood or equivalent quality.
Providing and fixing M.S. round or square
bars with M.S. flats at required
spacing in wooden frames of windows
and clerestory windows.(upto10 ton)
Providing and fixing M.S. grills of
required pattern to wooden frames of
windows etc. with M.S. flats at required
34 200.00 spacings and frame alround, square 100.17 kg
or round bars with round headed bolts
and nuts or by screws (A) Plain Grill. (upto
Providing and fixing M.S. grills of
required pattern to wooden frames of
windows etc. with M.S. flats at required
a 4.00 spacings and frame alround, square 143.64 kg
or round bars with round headed bolts
and nuts or by screws (A) Ornamental
Grill. (upto 10 ton)
Providing and fixing glazed
louvered glass windows and
ventilators with teak wood frame
cm. x 7 cm. size including 3 coats of
oil painting to wood work etc.complete.
Providing and fixing glazed
louvered glass windows and
ventilators with teak wood frame
36 8.00 cm.x7 cm. size including 3 coats of 4,332.47 Smt
oil painting to wood work
etc.complete.with wooden louvers plank
12mm thick (upto 10 ton)
Providing and fixing 35 mm thick
shutters for Doors, windows and clere
story windows including Indian teak
wood frames 10 cm x 7 cm. size
including anodized alluminium fixtures
and fastenings including primer coat of
approved quality and two coats of oil
painting etc, complete.(ii) Fully Glazed.
Providing and fixing 35 mm thick
shutters for Doors, windows and clere
story windows including Indian teak
wood frames 10 cm x 7 cm. size including
38 8.00 black enamelled iron oxidixed 3,902.35 Smt
fixtures and fastenings including
primer coat of approved quality and two
coats of oil painting etc, complete.(ii)
Fully Panelled.
Providing and fixing 35 mm thick shutters
for Doors, windows and clerestory
including Indian teak wood frames 10 cm
x 7 cm. size including anodized
a 8.00 alluminium fixtures 3,557.15 Smt
and fastenings including primer coat of
approved quality and two coats of oil
etc, complete. (iii) Partly panelled and
Providing and fixing 30mm thick
FACTORY MADESOLID BOTH SIDE
PRELAM PANEL PVC DOORSHUTTER
consisting of frame made out of M.S.tubes
of 19 gauge thickness and size of 19mm x
19mm for stiles, top and bottom rails. M.S.
frame shall have a coat of steel primer of
approved makdeand manufactures. M.S
frame covered with 5mm thick heat
moulded prelim PVC ‘C’ channel of siz
30mm thickness, 70 mm width of which
50mm shall be flat and 20mm shall be
tapered in 45 degree Angle on either side
forming stiles, and 5mm thick, 95mm wide
pream PVC sheet out of which 75mm
shall be flat and 20mm shall be tapered in
39 16.00 45 degree on the inner side ot form top 2,214.00 Smt
and bottom rail and 115mm wide prelim
PVc sheet out of which75nmm shall be
flat and 20mm shall be - 75nmm shall be
flat and 20mm shall be tapered on both
side to form lock rail, Top, bottomand lock
rails shall be provided either side of the
panel. 10mm (5mm x 2) thick 20mm wide
cross PVC sheet shall be provided as gap
insert for top rail and bottom rails.
Panelling of 5mm thck both side prelim
PVC sheet to be fitted in the M.S. frame
welded,sealed to the stiles and rails with
7mm (5mm + 2 mm) thick x 15mm wide
PVC sheet beading on inner side, and
joined togeth withsolvent cement
adhesive. An additional 5mm thick PVC
strip of 20mm width is to be stuck on the
interior side of the ‘C” chanel using PVC
solvent adhesive etc. complete as per
direction of Engineering in charge,
manufacture’s specification and rawing.
Providing and fixing in position
collapsible steel shutters with
vertical channels 20 x 10 x 2 mm
braced with flat iron diagonal 20 x6 mm
size with top and bottom rails T iron
x 40 x 6 mm with 38 mm dia steel pulleys
complete with bolts, units, locking
arrangements, stoppers, handles,
including a priming coat of red lead
paint & approved make.
Providing and fixing 1 mm thick M.S.
sheet sliding shutters with frame and
diagonal braces of 40x40x6 mm angle
iron, 3.15 mm M.S.gusset plates at
Junctions and corners 25 mm dia.
41 10.00 pulley, 40x40x6 mm angle and T-iron 3,652.12 Sqm
huide rail at top and bottom
respactively with handles, stoppers and
locking agangement etc, including
applying a priming coat of red lead
paint. (upto 10 ton)
Providing and fixing rolling shutters of
approved make made of 80 mm wide
M.S.laths inter-locked together
through their entire length and jointed
together at theends by end locks
mounted on specially designed pipe
42 14.00 shaft with bracket plates, guide 3,468.72 Sqm
channels and arragements for inside
and out side locking with push-
pull operation including the cost of
hood cover and spring etc.
complete. (A) Shutters having width
Providing and fixing rolling shutters of
approved make made of 80 mm wide
M.S.laths inter-locked together
through their entire length and jointed
together at theends by end locks
mounted on specially designed pipe
a 4.00 shaft with bracket plates, guide 4,450.51 Smt
channels and arragements for inside
and out side locking with push-
pull operation including the cost of
hood cover and spring etc.
complete. (A) Shutters having
Providing and fixing extruded aluminum
window having extruded aluminum Colour
Powder Coated section frame main outer
size 127mm x 38.10mm x
1.35mm ,@ Wt.1.384 Kg/mt,horizontal
Four track member size 122.20mm x
Kg/mt,vertical member of size 122.20mm
with sliding shutters of horizontal member
0.456Kg/mt,vertical member of size 40mm
with 5 mm thick transparent bronze colour
tinted float glass with powder coated
aluminum fittings and fixtures and
transparent silicon sealant glass fixing to
frame as per details etc complete for
Providing and fixing window having
extruded aluminum Colour anodized
section frame main outer size 63.50 x
horizontal two track member size
Kg/mt, vertical member of size 61.85 mm
Kg/mt with sliding shutters of horizontal
44 20.00 member size 40mm x 18mm x 1.29mm @ 1,696.73 Sq. M.
wt.of 0.456Kg/mt, vertical member of size
0.456Kg/mt, @ Wt. 0.457 Kg/mt with
mm thick transparent bronze colour tinted
float glass with powder coated aluminum
and fixtures and transparent silicon
sealant glass fixing to frame as per details
etc complete for window.
Providing & Fixing in position
Alluminium vents with frame using
approved anodised extruded
alluminium section as approved by Engg.
45 20.00 In charge.(Jindal alluminium) units 1,288.93 Sq. M.
equivalent Approved Rate)Frame section
0.68Kg/Rmt) incl. Providing & Installing
mmthick approved color Acrylic sheet
of standard quality etc. comp.
Providing and fixing standared
extruded of alluminium section of size
63 mmx38.10 mmx1.2 mm (Jindal
Section:2434, @ Wt.0.643 Kg/mt) with
colour anodized alluminium frame for
ventilation with 5 mm thick frosted
glass as details etc complete for
Providing and fixing standared extruded of
alluminium section of size 63.50 x 38.10 x
mm,@ Wt 1.094Kg / Rmt with colour
Powder Coated alluminium frame with
mm thick transparent bronze colour tinted
float glass as details etc complete for Fix
Providing and laying 40 mm thick
marble chips flooring rubbed and
polished (I.E.terrazo) to granolithic finish
with under layer 30 mm thick cement
concrete1:2:4 (1-Cement: 2-coarse
sand: 4-graded stone aggregate
mm and down gauge) and to player
10 mm thick with white, black or white and
48 2.00 blak marble cihps of required sizes from 1 749.70 Sqm
mm to 4 mm nominal size laid in cement
marble powder mix 3:1 (3- Cement:1-
Marble powder by weight) in
proportion of 4:7 (4- Cement: 7-
marble chips by volume) (C)
Medium Shade pigment with approx
50% white cement and 50% ordinary
cement (In top layer only) (upto 10 ton)
Providing and laying marble chips
skirting (Terrazo) or dedo rubbed, and
polished to Granolithic finish to player
mm white, black or white and black
marble chips of size from smallest to
4 mm nominal size laid in cement marble
powder mix 3:1 (3-Cement:
marble powder by weight) in proportion of
4:7 (4-cement marble powder mix: 7-
marble chips by volume) (B) Light shade
pigment with white cement (In top layer
Providing and laying white glazed tiles
6mm thick in flooring treads of steps and
landing laid on a bed of 12mm thick
cement mortar 1:3 (1-cement : 3-coarse
sand ) finishing with flush pointing in white
Providing and laying Ceramic tiles 6 mm
thick in flooring treads of steps and
landing laid on a bed of 12 mm thick
cement mortar 1:3 (1- cement :3-coarses
and) finishing with flush pointing in white
cement. (upto 10 ton)
Providing & Fixing 2mm Aluminium /
4mmACP sheeting fixed with Type-11
Class-C High Intensity Grade Sheeting as
per IRC 67 : 2012 reflective sheeting of
size including lettering and signs as
Providing and laying Vitrified tiles 8 to
mm thick, 36''x36'' in flooring treads of
steps and landing laid on a bed of
mm thick cement mortar 1:3 (1-
cement:3-coarses and) finishing with flush
pointing inwhite cement. (upto 10 ton)
Providing and laying Vitrified tiles 8 to
mm thick, 24''x24'' in skrting risers of
steps and dedo on 10 mm thick cement
plaster 1:3 (1- cement: 3-coarse
sand) and jointed with white cement
slurry (upto 10 ton)
Providing and laying Vitrified tiles 8 to
mm thick, in skrting risers of steps and
dedo on 10 mm thick cement plaster
1:3 (1-cement:3- coarse sand) and
jointed with white cement slurry (upto
Providing and laying 24" x 24"
vitrified Tiles 8 to 10 mm th.
Double Charged gloosy/ Matt of
Approved make as approved by
Adl.C.E. / consultants in flooring over
20 mm thick cement mortar 1:6 (1
cement : 6 coarse sand)on new
surface& jointed with colour cement
slurry incl with flush pointing &
cleaning the surface etc. comp.
Providing and laying 24" x 24"
vitrified 8 to 10 mm th.Double
Charged Gloosy / Matt tiles of
Approved make as Approved by
Adl.C.E. / Consultants for upto 10 cm
57 20.00 high skirting as approved by Engineer 165.00 Rmt
in charge over 10 mm thick cement
mortar 1:6 (1 cement : 6 coarse sand)on
new surface& jointed with colour
cement slurry incl with flush pointing &
cleaning the surface etc. comp.
Providing and laying polished Kota stone
slab flooring over 20 mm (Average)
thick base of cement mortar 1:6
(1-cement:6-coarses and) or
L.M.1.1.5 (1-Lime putty:1.5-coarses
and) laid over and jointed with grey
cement slurry mixed with pigment to
match the shade of slab including
rubbing and polishing etc. complete. (A)
25 mm thick (upto 10 ton)
Providing and laying marble stone slab
flooring over 20mm (average)base of
cement mortar 1:6 (1-cement : 6 coarse
sand) or L.M. 1:1.5(1- lime putty : 1.5 -
coarse sand) laid and jointed with gray
cement slurry including rubbing and
polishing complete. (A) Marble slab 25mm
Providing and laying polished Kota stone
slab flooring over 20 mm (Average)
thick base of cement mortar 1:6
(1-cement:6-coarses and) or L.M.1.1.5
laid over and jointed with grey
cement slurry including rubbing and
polishing etc.complete. (B) 30 mm
thick (upto 10 ton)
Providing and laying polished kota stone
slab 25 mm thick in risers of steps,
skirting Dedo and pillars laid on 10 mm
thick cement mortar 1:3 (1-Cement :3
61 4.00 coarses and) and jointed with gray 1,176.03 Sq.M.
cement slury mixed with pigment to
match the shade of slab including
rubbing and polishing etc.complete.
Providing and laying cement
concrete flooring 1:2:4 (1-cement: 2-
coarses and:4-graded stone
62 4.00 aggregate 20mm nominal size) laid in 297.68 Sq.M.
one layer and finished with a floating
coat of neat cement. (A) 40mm thick.
Providing and laying cement
concrete flooring 1:2:4 (1-cement: 2-
coarse sand:4-graded stone
63 4.00 aggregate 20mm nominal size) laid in 348.08 Sq.M.
one layer and finished with a floating
coat of neat cement. (B) 50mm thick.
Providing and fixing pre-cast
concrete kerb stone of gray
cement based concrete block 30 cm
length, 30 cm height and 15 cm thick of
64 2.00 M200 grade concret as per approved 376.43 Rmt
design and including excavation for
fixing in proper line and level, filling the
joint with C:M 1:3 (1 cement :3 fine
sand) etc complete. (upto 10 ton)
Providing and fixing pre-cast Rubber Dye
/ steel Dye inter locking concrete block
with grade of concrete M300 pnumatic
compressed / vibrated mechanically and
approved design Confirming to IS 15658 :
2006 including 35 mm Sand layer for
and filling the joint with sand in proper line
and level as per guidlines of IRC : SP 63-
2018 etc. Complete.
Providing and laying broken china
mosaic flooring for terrace using 12 mm
to 20 mm broken pieces of glazed tiles to
be laid over cement mortar 1:3 to plain or
slope and to be tempered to bring mortar
66 10.00 creme out upto surface using 739.89 Sqm
white cement including rounding off
junctions and extending them up to15
cm along the wall, clearing with
water and oxalic acid
etc.asdirected.
Providing and laying coloured
glazed tiles of the size
mmx200 mmx8 mm/300 mmx450 mmx8
67 4.00 mm in skirting, risers of steps and 1,426.95 Sqm
dedo on 10 mm. thick cement plaster
1:3 (1cement: 3 coarse sand) &
jointed with white cement slurry.
Providing corrugated G.I. sheet of
class-3 roofing fixed with
glavanished iron J or L Hooks, Bolts
and nuts 8 mm diameter with bitumen and
G.I. limpet washer or G.I. limpet washer.
filled with white lead complete excluding
the cost of purlins, Rafters and Trusses.
(1) 0.80 mm thick sheet.(up to10 ton)
Providing ridges or hips 600 mm over
allin plain G.I. sheet class-3 fixed with
69 4.00 G.I. J or L Hooks and nuts 8 mm dia 635.58 Sqm
G.I. Limpet and bitumen washer
Providing and fixing 150 mm wide
mm over all semi circular plain G.I.sheet
class-3 gutter with Iron brackets
70 4.00 mmx3 mm size Bolts, Nuts, washers 555.71 Sqm
etc. including making necessary
connection with rain water pipes. (i)
Providing and fixing five courses water
profing treatment with bitumen felt
consisting of second and fourth
course of blown/ bitumen or/and
residual bitumen applied hot at
kg.per Sq.M.of area for each course
and first course with fibre base
bitunen saturated under lay type land third
course with fibre base self finished felt
type 2 grade 1 and fifth and final
course of stone grit 6 mm and down size
or pea sizes gravel spread
at 0.008 Cu.Metre/Sq.metre
preparation of surface excluding
grading complete. (upto 10 ton)
Providing and fixing on wall face C.I.
Rain water pipe including filling the joints
72 50.00 with spun yarn soaked in neat cement 283.62 Rmt
slurry and cement mortar 1:2(1-
Cement : 2-fine sand) (A) 75 mm dia.
Providing 15 mm thick cement
plaster in single coat on Rough
(Similar) side of single or half brick walls
73 250.00 for interior plastering up to floor two 174.83 Sqm
level and finished even and smooth in
(i) Cement mortar 1:3 (1-cement :3-
Providing 20mm thick sand faced cement
plaster on walls upto height 10 metres
above ground level consisting of 12mm
74 450.00 thick backing coat of C.M. 1:3 (1-cement : 215.78 Sqm
3-sand) and 8mm thick finishing coat of
C.M. 1:1 (1-cement : 1-sand) etc.
Colour washing with lime on wall
surface (two coats) over and
including a primary coat of white
75 10000.00 washing to give an even shade after 12.29 Sqm
through brooming the surface to remove
all dirt, dust, mortar drops and other
foreigh matter.
Removing dry or oil bound
distemper by a washing and
76 5000.00 scraping and sand papering the wall 11.19 Sqm
surface smooth including necessary
repairs to scratches complete.
Distempering with dry distemper of
approved brand and manufacture (two
coats) and of required shade on wall
surfaces of given an even shade, over
and including a priming coat of
whiting after thoroughly brooming the
surface free from mortar dropping
and other foreign matter.
Extra Coat for Above Item over
77 a 10000.00 above for every subsequent coat 30.09 Sqm
of approved brand and manufacture.
Distempeing (Two coats) with oil bound
distemper of approved brand and
manufacture and of required shade on
wall surfaces to give an even shade,
over and including a priming coat
with distemper primer of approved
brand and manufacture after
thoroughly brushing the surface free
from mortar dropping and other
foreign matter and also including
preparing the surface even and sand
papered smooth.
Extra Coat for Above Item over
79 10000.00 above for every subsequent coat 8.04 Sqm
of approved brand and manufacture.
Wall painting (two coats) with plastic
emulsion paint of approved brand and
manufacture on undecorated wall
80 10000.00 surface to give an even shade including 78.44 Sqm
throughly brushing the surface free
from mortar droppings and other foreign
matter and sand papered smooth.
Extra over item for every sub sequent
81 10000.00 coat of wall painting with plastic 33.39 Sqm
emulsion paint of approved brand
Extra over item for painting with plastic
81 a 10000.00 emulsion paint of approved brand on 5.36 smt
ceilings and sloping roofs.
Applying priming coat over new steel
and other metel surface after and
including preparing the surface by
throughly cleaning, oil, grease, dirt
and other foreign matter and scoured
with brushes fine steel wood, scrapers
and sand paper with ready mixed
priming paint brushing red lead.
Painting two coats (excluding
priming coat) on new steel and other
metal surface with enamel paint,
brushing, interior to give an even
shade including cleaning the surface an
even shade including cleaning the
surface of all dirt, dust and other foreign
Painting one coats (excluding
priming coat) on previously painted steel
and other metal surface with enamel
paint, brushing to give an even shade
including cleaning the surface of all dirt,
dust and other foreign matter.
Extra over item for 83 & 84 every sub
sequent coat of paint.
Painting two coats (excluding
priming coat) on new steel and other
metal surface with synthetic enamel
paint, brushing to give an even shade
including cleaning the surfaceofalldirt,dust
and other foreign matter.
Painting one coats (excluding
priming coat) on previously printed steel
and other metal surface with synthetic
enamel paint, brushing to give an even
shade including cleaning the surface of
all dirt, dust and other foreign matter.
Extra over Above item for 86 & 87 for
every sub sequent coat of paint.
Painting two coats (excluding
priming coat) on external surface of
new rain water, soil, waste and vent
pipes and fittings with ready mixed
bituminous brushing, black, anti
corrosive to give an even shade
including cleaning of all dirt, dustand other
foreign matter.(75 mm dia)
Painting two coats (excluding
priming coat) on external surface of
new rain water, soil, waste and vent
pipes and fittings with ready mixed
bituminous brushing, black, anti
corrosive to give an even shade
including cleaning of all dirt, dust and
other foreign matter.(100 mm dia)
Painting two coats (excluding
priming coat) on new wood and wood
based surface with enamel paint,
interior to give an even shade
91 4000.00 including cleaning the surface of all 40.17 Sqm
dirt, dust and other foreign matter sand
papering and stopping. (a) Ready mixed
brushing wood primier pink.
Painting one coats (excluding
priming coat) on previously painted wood
and wood based surface with enamel
92 4000.00 paint, to give an even shade including 40.17 Sqm
cleaning the of all dirt, dust and other
foreign matter.(b) Ready mixed
paintbrushing priming for enamel
Extra over Above item for 91 &
every sub sequent coat of paint.
Painting two coats (excluding priming
wood and wood based surface with ready
paint, brushing, oil, gloss, semi gloss to
even shade including cleaning of all dust,
other foreign matter sand papering and
Finishing wall with weather proof
exterior emulsion paint on wall
surface (two coats) to give an
95 7000.00 required shape even shade after 113.40 Sqm
thoroughly brushing the surface to remove
all dirt, and remains of loose
powdered materials.etc complete
Applying two coats of putty & two coats of
of approved brand and manufacture on
surface to give an even shade including
brushing the surface free from mortar
other foreign matter and sand papered
Painting two coats (excluding
priming coat) on new wood and wood
based surface with enamel paint,
97 4000.00 interior to give an even shade 87.11 Sq.M.
including cleaning the surface of all
dirt, dust and other foreign matter sand
papering and stopping.
Writing letter or figures on any
surface with black japan paint (stops,
comas, hyphens and the like not to be per letter
measured and paid for separately) per Cm/Ht
(i) Block (Letters/Figures) (Per
Letter pet CM.HT)
Extra over items for using thick white
99 20.00 paint instead of black japan paint. 0.07
(i)Block (Letters/Figures)
Polishing with french polish on new wood
wood based surface to give an even
surface including cleaning, the surface of
all dirt, dust and
sand papering smooth and including a
Extra over items for using thick white
paint instead of black japan paint. (ii) 0.07
101 20.00 perCm/Ht
Indian (Letters/Figures)
Painting lines, deashes, arrows,
letters etc on roads, Air fields and like in
two coats with road marking paint,
brushing including cleaning the surface
of all dirt, dust and other foreign matter.
(i)Over 10cmi n width
Painting lines, deashes, arrows,
letters etc on roads, Air fields and like in
two coats with road marking paint,
brushing including cleaning the surface
of all dirt, dust and other foreign
matter.(ii) Upto 10 cm in width
Painting lines, deashes, arrows, letters etc
on roads, Air fields and like in one coats
with road marking paint, brushing
including cleaning the surface of all dirt,
dust and other foreign matter. (i) Over
Painting lines, deashes, arrows,
letters etc on roads, Air fields and like in
one coats with road marking paint,
brushing including cleaning the surface
of all dirt, dust and other foreign
matter. (ii) Upto 10cm in width
Painting the kids picture chart & letter
105 writting of different size and shapes as per
A details/design etc.comp. as dire.by
engineer in charge
Demolition including stacking of
serviceable materilas and disposal of
unserviceable materials with all lead
and lift. (i) R.C.C. work
Demolition of Brick work and stone
masonry including stacking of
107 20.00 serviceable materil as and disposalof 544.95 Cu.M.
unserviceable materials with all lead
and lift.(ii) In Cement Mortar.
Demolition of terrace including stacking of
107 serviceable materilas and disposal of
A unserviceable materials with all lead and
lift.(i) Brick tile covering.
Dismentaling tiled of stone floors laid in
mortar including stacking of serviceable
materil as and disposal of unserviceable
materials with all lead and lift.
Dismentaling of sheet roofing
including ridges, Hips, Valleys,
Gutters etc. stacking of serviceable
materil as and disposal of
unserviceable materials with all lead
and lift.(i) G.I.sheet roofing.
Dismentaling of sheet roofing
including ridges, Hips, Valleys,
109 Gutters etc. stacking of serviceable
A materil as and disposal of
unserviceable materials with all lead
and lift.(i) A.C. sheet roofing.
Dismentling steel work including
110 4.00 distempering and stacking the 3.63 Kg.
materials with all lead and lift.
Dismentling doors, windows,
ventilators etc. (wood or steel)
shutters including chowkhats
111 4.00 architraves, hold fasts and other 185.85 Each
attachment etc. complete and
stacking the material within all lead and
lift.(i) Not exceeding 3 Sq.M. in area.
Dismentling doors, windows,
ventilators etc. (wood or steel)
shutters including chowkhats
112 20.00 architraves,hold fasts and other 248.85 Each
attachment etc. complete and
stacking the material with in all lead
and lift.(ii) Exceeding 3 Sq.M.in area.
Dismentling barbed wire in fencing
including making rolls and also
including dismentling fencing posts
including all earth work concrete in base
and making good the disturbed
ground stacking useful materials as
directed and disposing as
directed and disposing of the
unserviceable materials with all lead and
Dismentling C.I. pipes G.S.W. pipes
abd A.C. rain water pipes with fittings
114 20.00 and clamps including stacking the 74.03 Rmt
materials with all lead and lift (for any dia,
Dismantling santtary fittings like wash
basin . W.C. pan Indian and Europe an
115 20.00 type, flushing tank etc. including 401.63 Each
stacking the materials with all lead and
Scraping oil paint from steel and other
116 20.00 metal surface and making the surface 48.83 Smt
even (with Hand Scraping.)
Removing and scraping of old
deteriorated plaster of any
thickness from wall / R.C.C
117 20.00 member including stacking of 19.38 Smt
serviceable material and disposal of
unserviceable from site of work with all
Providing and fixing M.S. fan
clamps of shape and size as
specified in existing R.C.C. slab
including cutting chase and making good.
Cutting out cracks of roof terrace to V-
section, cleaning out, wetting, grouting
with cement and sand slurry 1:3 (1-
cement 3-sand ) (upto 10 ton)
Cutting out cracks roof terrace to V-
Section cleaning out and filling solidly
120 4.00 with a hot mixture of bitumen and 75.29 Rmt
clean dry sand (1:1 by weight) (up to
Providing & Fixing in position
Alluminium doors with frame using
approved quality anodised
extruded alluminium section as
approved by Engg.in charge(Jindal
alluminium)(a) Frame sections
101.6x44.45 mm (b) Shutter
bottom vertical & top section
121 2.00 (c) Shutter bottom section at 2,900.00 Sq. M.
114.3x44.45 mm at (1.37 kg/mt) Shutter
middle section at 100x44.3 wt.(1.37
kg/mt) incl.providing & installing
mm thick approved color Acrylic
sheet of standard quality fixed with
glazing chips on upper pannel &
Laminated sheet on lower pannel
(wtt.0.13 kg/Rmt) etc.comp.as direction
of engg.in charge.(N.S.)
Providing & Fixing in position Fully
Panelled / Partly Panelled Partly
Glazed / Fully Glazed Alluminium doors
with frame using approved quality
anodised extruded alluminium
section of 1.5 mm thickness as approved
by Engg. In charge.(Jindal alluminium )(a)
Frame sections 101.6x44.45 mm b)
Shutter vertical & top section
1.31 kg/mt) © Shutter bottom section at
Shutter middle section at 100x44.3 wt.
(1.37 kg/mt ) incl. providing & installing
5 mm thick Glass of standaed
quality fixed / 12 mm thick Laminated
sheet with glazing chips (wt. 0.13 kg/
Rmt) in panels etc. comp. as per
Detail Given & direction of engg.in
Providing & Fixing in position
Alluminium window 2/3/4 track
sliding / fix type with frame using
approved anodised extruded
123 2.00 alluminium section of minium thickness of 4,518.00 Sq. M.
1.5 mm as approved by Engg. In
charge.(Jindal alluminium) units
equivalent. including P/F installing 5 mm
thick clear/tinted Glass of standard
quality etc.comp.
Providing and fixing standared extruded of
alluminium section of size 63.50 x 38.10 x
1.95 mm,@ Wt 1.094Kg / Rmt with colour
124 2.00 Powder Coated alluminium frame with 1,815.14 Sq. M.
5 mm thick transparent bronze colour
tinted float glass as details etc complete
for Fix window.
Providing and fixing of Ridge
flashing for roof panel shall be
made out of 0.5 mm thick pre
coated GI sheet. The Pre coatedsheet
shall be of minimum 240 mpa steel
grade confirming to IS 14246:1995 and
shall have zinc coating of minimum
120 gsm as per IS:277:1992, 5-7
microns epoxy primer on both side of
the sheet and polyester top coat 15-18
micron. The PP GI Sheet shall have
plastic protective guard film of minimum
25 microns to avoid scratches during
transportation. The ridge shall be fixed to
the steel members by poprivetor
self drilling/self stitching fastners @
maximum 450mm c/c along length of
capping/flashing etc complete .
Supplying and fixing vinyl flooring over
the surface having 1-2 mm thickness
as per directed by engineer
incharge etc as completed (N.S.)
Providing and laying 15mm
bamboza wooden flooring as per
architect's drawing with all
necessary details as directed by the
project consultants. Use underlay for
better result as per Detail specifications
and directed by the project consultants.
(N.S.) Approved Rate )
Providing and fixing 1.20 Metre high
fencing with 2.0 Metre long M.S. Angle
posts 40 mm x 40 mm x 6 mm and oil
painting 3 coats fixed at 2.5 Mt, C/c.
with five Horizontan lines and two
128 4.00 diagonals of galvanised steel barbed 385.40 Rmt
wire weighting 9.38 Kg. per 100 Metre,
strained and fixed to posts with G.I,
staples including fixing the posts in
ground with 0.5 M x 0.5.M x 0.5 M.
block in C.C 1:5:10 etc complete.
Dismentling barbed wire in fencing
making rolls and also including
dismentling fencing
posts including all earth work concrete in
129 4.00 making good the disturbed ground 66.15 Rmt.
stacking useful
materials as directed and disposing as
disposing of the unserviceable materials
Constructing a sink (chowkedi) with
C.C. 1:2:4, 12 cm. thick over B.B.
masonry in C.M, (1:6) in front and dwarf
wall 1.0 Mt. high and 23 cm. thick
cement plaster to masonry / in
C.M.1:3) and cement concrete flooring in
1:2:4: mix 5cm.dia.drain pipe
Constructing a cooking platform 60 cm.
width and 70 cm high resting on B.B.
Masonry walls 23 cm. thick in C.M.
(1:6) with (i) Fixing or precast R.C.C.
1:2:4) 8 cm. thick slab with marble chips
set in C.M. (1:6) (6 mm thick terrazo)
with plastering on exposed faces walls
in C.M. (1:4) etc complete.
Making 15 mm groove in RCC work on
road and filling it with polysulfied selant
and finished it good incl. all all labour
charges etc. comp as directed
P/A Tremix with dewartering
machine and floater machine on
constructed CC work for finishing the
surface as per requirement. The rate
including all machinaries, labor,
loading, unloading, transportaion etc
complete as per direction given by
engineer incharge.
Carring out timber treatment to all wood
work including drilling holes and
spraying oil based chemical solution on
surface of timber work for termite control
including labour and material etc.
complete. Using Chlordene 20 EC.
As Per 6113_part III Consentration
Weight1.00 percent is recommended one
litre chemical emulsion dillute with
liter of kerosene precent
concentration. Total dillute
concrentration will be 10 litre
inclusive of the litre chemical
emulsion appication 0.75 / Litre
chemical per one Sqmt printed two coat
Applying general insecticide pest control
treatment to floors, cup boards etc
including labour material etc.
complete. Using Heptachloride
EC. As Per 6113_pests
Consentration Weight 0.50 percentis
135 4.00 recommended one litre chemical 88.40 Smt
emulsion dillute with 39 liter of water
will give. Total dillute concrentration will
be 40 litre inclusive of one litre
chemical emulsion appication
Litre chemical / Sqm of surface is
recommended as per I.S
Carring out plinth treatment to post
construction / existing structure by
spraying chemical solution for
termite control treatment including
labour and material consist ment with
I.S. specification. Using Chlordene
and Chior purfiles 20 EC. As Per
6131_paret-II Consentration Weight on
percentis recommended i.e one litre
EC chemical emulsion with 19 liter
give 1% concrentration inclusive of one
litre chemical emulsion appication
attherate of 5 Litre chemical / Sqm
of surface is recommended as per I.S
Carrying out wall treatment for
termite control including spraying with
chemical solution in oil base (0.5
Lit./Sq.M.) including labour and
material Using Hepachlor
concentration 20 EC. As Per
IS.6316_paret-II Consentration by
137 4.00 Weight 0.50 percentis 37.34 Smt
recommended i.e one litre
chemical emulsion dillute with 39 liter
go fIS concrentration total dillite
concentration will be 40 litre inclusive of
one litre chemical emulsion appication
at the rate of 7.5 Litre chemical / Sqm of
surface is recommended as per I.S
Providing erecting and fixing
double coated Syntex PVC.(ISI) water
138 1000.00 tank of required capacity each with all 3.91 Litre
necessary fittings and connection etc.
complete on terrace.
Providing and fixing to wall, ceiling and
floor galvanised Mild steel tubes
(Medium grade) of the following
nominal bore, tube fitting and clamps
including making good the wall ceiling and
20.00 (A) 15mm (upto 10 ton) 244.13 Rmt
20.00 (B) 20mm (upto 10 ton) 297.25 Rmt
10.00 (C) 25mm (upto 10 ton) 393.93 Rmt
10.00 (D) 32mm (upto 10 ton) 491.51 Rmt
10.00 (E) 40mm (upto 10 ton) 596.73 Rmt
10.00 (F) 50mm (upto 10 ton) 779.60 Rmt
Providing and laying in trenches
galvanised mild steel tubes
(Midium grade) of the following
nominal bore, and tube fitting (Earth
work in trenches to be measured and
paid for separately)
10.00 (A) 15mm (upto 10 ton) 150.91 Rmt
10.00 (B) 20mm (upto 10 ton) 190.97 Rmt
10.00 (C) 25mm (upto 10 ton) 279.39 Rmt
5.00 (D) 40mm (upto 10 ton) 421.12 Rmt
5.00 (E) 65mm (upto 10 ton) 716.66 Rmt
5.00 (H) 80mm (upto 10 ton) 910.69 Rmt
Making connection of galvanised Mild
steel distribution branch with galvanised
mild steel main 50 mm to 80 mm
nominal bore by providing and fixing
tee including cutting and threading
the pipes complete.
Providing and fixing to wall ceiling and
floor 6.0 Kg.F/Cm2 working pressure
poluthene pipes of the following out
142 side Dia. Low densidy, complete
with special falnge compression type
fittings,wall clips etc.including
making good the wall ceiling and floor.
Providing and fixing to wall ceiling and
floor 10.0Kg.F/Cm2 working pressure
polythene pipes of the following out
143 side Dia. Low densidy, complete
with special falnge compression type
fittings, wall clips etc. including
making good the wall ceiling and floor.
Providing and fixing cast iron
(Spun) Nahni trap of the following
nominal diameter of self cleaning
design with C.I. screaed down or
higned grating including cost of
cutting and making good the walls and
floor 100 mm inlet and 50 mm
outlet.(C)100mm dia.
Providing and fixing water closet
squatting Pan (Indian type
W.C.Pan) size 580 mm (Earth work,
145 30.00 bed concrete, foot rest and trap to be 926.10 Each
measured and paid for separately) (A)
Vitreous China. (I)Long pattern = White
Provdg. & fixing wall mounted White
/ Color Vitreous China European
water closet with integral P trap
146 30.00 of "Cera" - Clair Series or equivalent 4,250.00 No.
incl. seat cover , Chair Bracket etc.
complete as per direction of engg. In
Providing and fixing wsh down water
closet (Europe an type, W.C.Pan) with
integral P or S trap including jointing the
trap with soil pipe in Cement
Mortar1:1 (1- Cement:1-fine sand)
(Seal and cover to be measured and
paid forseparately) (A) vitreous
China Pattern :(i) in white colour
Providing and fixing Urinal of approved
including connection with trap and with
148 20.00 integral 1,535.63 No.
longitudinal flush pipe.(A) Squating plate
white earthenware 550mm x 300mm.
Providing & Fixing Angle cock of " Ess
Ess" - Trend series or equivalent
standard make as approved by engg.
in charge all complete. (N.S.)
Providing & Fixing pillar cock of " Ess
149 Ess" - Trend series or equivalent
A standard make as approved by engg.
in charge all complete. (N.S.)
Providing and fixing 100 mm size P or
S trap for water closet squatting pan
including jointing the trap with the pan
and soil pipe in cement Mortar1:1 (1-
Cement : 1-Fine sand)(A) Vitreous
China.Pattern in white colour
Providing and fixing washbasin with single
hole forpillar tap with C.I. or M.S. brackets
painted whiteincluding sutting holes and
151 36.00 making good the samebut excluding 1,400.18 Each
fittings.(A) Vitreous China:(ii) FlatBack
washbasin 550 mm x v 400mm size. (i)
Inwhite colour.
Providing and fixing Kitchen sink with
C.I. or M.S. brackets, painted white
including cutting holes in walls and
making good the same but excluding
fittings. © Vitreous China Sink. (i)
mm x 450 mmx 150 mm size
Providing and fixing 600 mm x 450 mm
bevelled edge mirrror of superior
glass mounted on 6 mm thick A.C.
sheet or ply wood sheet and fixing to
wooden pluge with C.P. brass screws
Providing and fixing chromium plated
brass halftrun flush cock of approved
154 quality including
fixing in pipe line etc. complete.(ii) 25mm
Provdg. & fixing White / Color
Vitreous china Counter wash basin with
signle hole for pillar tap of "Cera " -
Concord series of 550 x425 mm size to
be fiited in stone counter with
necessary brackets painted white incl.
155 50.00 cutting holes and making good the 2,950.00 No.
same .Cost Includes P/F C.P. brass
waste coupline, 32 mm dia fisher union
,15 mm dia. Pillar cock & Angle cock
of " Ess Ess"- Trend series ,32 mm
dia. Waste pipe etc. complete as
per dir. of engg. in charge.
Finishing wall with water proofing cement
on wall surfaces (Two coats) to give an
brand and manufacture and of required
even shade after thoroughly brushing the
remove all dirt and remains of loose
Extra over Item 156 for every subsequent
2000.00 water proofing cement paint of approved 31.82 Smt
and manufacture.
Providing & Fixing S.S.304 Grade Sink
of Nirali / Krishna or Equivalent
157 4.00 Make for Kitchen Platform of size : 4,650.00 No.
24":x18" as per Direction of engg. In
Providing and fixing Kitchen sink with C.I.
brackets, painted white including cutting
157A 4.00 walls and making good the same but 2,257.69 Each
fittings. (C) Vitreous China Sink.(i) 600mm
Providing and fixing C.P. brass towel
rail comlete with C.P.brass brackets
fixed to wooden plugs with C.P.
brass scews.(B) 600mm x 20mm size.
Providing and fixing 600 mmx120 mm
glass shelf with C.P. brass bracket and
guard rail complete mixed to wooden
plug with C.P.brass screws.
Providing and fixing toilet paper
holder. (A) C.P.Brass
Providing and fixingof S.S. Railing pipe
161 2.00 mm x 16 G ASIS 304 Grade as per 1,004.24 Rmt
instruction of engineer in charge.
Providing and fixing screw down bib
162 taps of following size. (B) Brass chromium
plated screws down Bib Tap.
20.00 (i) 15mm dia. 184.98 Each
20.00 (ii) 20mm dia. 212.68 Each
Providing and fixing screw down bib
163 taps of following size. © Gun metal
screw down bib tap.
20.00 (i) 15mm dia. 157.29 Each
20.00 (ii) 20mm dia. 176.09 Each
Providing and fixing pillar tap,
capstan head, screw down high
pressure with screws, shanks and back
20.00 (i) 15mm dia. 305.67 Each
20.00 (ii) 20mm dia. 351.18 Each
Providing and fixing Gun metal check
or non-return fullway wheel valve.
20.00 (i) 15mm dia. 184.98 Each
20.00 (ii) 20mm dia. 201.80 Each
20.00 (III) 25 MM DIA 416.47 Each
20.00 (E) 40mm dia 656.86 Each
165 Providing and fixing brass screw down
A stop tap.(A) 15 mm dia
B 20.00 20 MM DIA 221.59 Each
C 20.00 25 MM DIA 218.63 Each
Providing and fixing chromium
plated brass half trun flush cock of
approved quality including fixing in pipe
line etc. complete.
20.00 (i) 20mm dia. 252.26 Each
20.00 (ii) 25mm dia. 261.16 Each
20.00 (iii) 32mm dia. 273.03 Each
Providing and fixing Urinal or
approved quality including
conecting the Urinal with waste pipe
, tap etc.complete. (A) White earthen
ware flat back or corner type size
Providing and fixing Urinal of
approved quality including
connection with trap and with
integral longitudinal flush pipe. (A)
Squating plate pattern white
earthen ware 550mm x 300mm.
Providing and fixing chromium
plated, bottle trap with necessary
couplings of approved quality for wash
Providing and fixing ball cock
170 20.00 ofapproved quality as directed. (A) 131.57 Each
Copper Metal (i) 25mm dia.
Providing and fixing ball cock
171 20.00 ofapproved quality as directed. (A) 187.96 Each
Copper Metal (i) 50 mm dia.
Filling with good Quality thor as and
172 20.00 where directed by the Architect / 3,850.00 Cmt
Engineer-in-charge, in sunk in layers of
15 cm. thickness, including watering,
ramming well etc. complete, as directed
by the Architect / Engineer-in-charge .
Providing laying and jointing in true line
and level 15 mm dia. U.P.V.C. Pipe
(SCH-40) for cold water including
fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX or equivalent as
approved by Engineer In Charge. Pipe
173 20.00 shall be fixed on the wall with the help 71.93 Rmt
of clamp at every two metre C/C or
shall be concelled as directed
including necessary fittings etc.
including testing of pipe and joints and
fixing the same with solvent, including
cost of all materials.adhesive
Providing laying and jointing in true line
and level 25 mm dia. U.P.V.C. Pipe
(SCH-40) for cold water including
fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX orequivalent as
approved by Engineer In Charge. Pipe
174 20.00 shall be fixed on the wall with the help 90.93 Rmt
of clamp at every two metre C/C or
shall be concelled as directed
including necessary fittings etc.
including testing of pipe and joints and
fixing the same with adhesive solvent,
including cost of all materials.
Providing laying and jointing in true line
and level 32 mm dia. U.P.V.C. Pipe
(SCH-40) for cold water including
fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX or equivalent as
approved by Engineer In Charge. Pipe
175 30.00 shall be fixed on the wall with the help 117.97 Rmt
of clamp at every two metre C/C or
shall be concelled as directed
including necessary fittings etc.
including testing of pipe and joints and
fixing the same with adhesive solvent,
including cost of all materials.
Providing laying and jointing in true line
and level 40 mm dia. U.P.V.C. Pipe
(SCH-40) for cold water including
fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX or equivalent as
approved by Engineer In Charge. Pipe
176 2.00 shall be fixed on the wall with the help 146.65 Rmt
of clamp at every two metre C/C or
shall be concelled as directed
including necessary fittings etc.
including testing of pipe and joints and
fixing the same with adhesive solvent,
including cost of all materials.
Providing laying and jointing in true line
and level 50 mm dia. U.P.V.C. Pipe
(SCH-40) for cold water including
fittings make PRINCE/ SUPREME/
ASTRAL/ FINOLEX or equivalent as
approved by Engineer In Charge. Pipe
a 20.00 shall be fixed on the wall with the help 193.73 Rmt
of clamp at every two metre C/C or
shall be concelled as directed
including necessary fittings etc.
including testing of pipe and joints and
fixing the same with adhesive solvent,
including cost of all materials.
Providing and fixing premoulded
compressible filler board in black colour
confirming to MoRT&H Specifications
(Clause 1015), having minimum density
95kg/cum. non-staining with less than 1%
water absorption & compression recovery
of 93% minimum as per specification for
20 mm wide expansion joint including
cutting to required size and shape at all
levels etc.complete as directed.
Fixing sun film for protection sunlight in
178 10.00 black or any colour as as directd by 402.54 Smt
engineer In Charge.(Market rate)
Providing & Fixing 3 mm thick
F.R.P.sheet of Approved Quality & Color
/ Pattern as per Consultant's design also
includes required fabrication structure
in the grid of 2'-0x2'-0 size using
hollow pipe of16 gauge & size 2"x1" &
179 60.00 1"x1" ,G.I. & Bitumen Washers, Silicon 1,930.00 SqM
paste application for fixing the sheet .
Rate also includesnecessary bending,
cutting, labor charges , Zinc Primer
coat & Two coats of oil painting of color
as approved by consultants &
making good the wall. (N.S.)
Providing 2 mm thick F.R.P. Gutter with
180 30.00 necessary M.S. Supporting Brackets. 400.00 Rmt
Hiring charges for J.C.B.machine
inclduing cost of fuel, operator, dirver
etc.. ( 12 hours sift day/night)
To provide tractor with hydraulic trolley,
driver, 4 Nos. of Labor with all tools like
bucket drum, showels, trikam,
pavadas, etc,, to carryout different
182 10.00 works during monsoon for 12 Hrs. 3,000.00 No.
Shift. Work shall be carried out as
per the instrucitons of Engineer In-
Charge.No extra charged shall be paid for
Roller Blind Providing and fixing Roller
Blind curtain fixed on window level
on wooden batten and curtain lift
with cotton thin rope, make of
aerolax or equivalent design and
colour as per instruction by engineer –
in – Charge with necessary hardware
fitting, material and labour etc
Providing & Fixing Door closer - complete
184 10.00 of Approved make to wooden / Aluminium 474.58 No.
Doors as per direction of engg. In charge.
Providing and fixiing M.S. Fan clamps
type 1 of 16 mm dia M.S. bar bent to
shape with hooked ends of R.C.C. slabs
during laying incl. painting the exposed
protion of loops, all as per standard
design complete.
Providing cement vata (10cm. x 10 cm.
size) quarter round in cement mortar 1:1
including neat cement finishing, watering
Making Water connection from exi.Muni.
Water line (N.S.)
Applying and providing Expansion joint
System on 100 mm vide joint including
exansion joint by mechanical means
adhesive and flexible membrane with
188 4.00 bond length as per menufracturer 4,724.75 Smt
specification and
4mm thick alluminium strip covering with
sloted and bolted with suitable system,
all manpower, machinery and material as
specification and as directed.
Providing and Fixing 1 H.P. Electrical
monoblock or submarcible water pumps
189 4.00 withmotor and required cable and switch 6,800.00 Set
board of approved brand and make
etc.comp.as directed.
.Providing TMT Bar FE 415 reinforcement
190 for R.C.C. work including bending, binding
a and placing in position complete up to
floor two level (up to 10 ton)
ProvidingTMTBarFE500/500Dreinforceme
nt for R.C.C.workincluding
bending,binding and placing in position
b 100.00 complete upto floor two level placing in 75.46 Kg.
position complete upto floor two level
placing in position complete upto floor two
level(upto 10 ton)
Providing and fixing 30mm thick solid both
side prelam PVC door shutter (sintex
door-equivalent) with necessary
alluminium fitting with EL-7 section frame
Providing & Fixing in position Alluminium
window sliding / fix type with frame using
approved anodised extruded alluminium
section as approved by Engg. In
charge.(Jindal alluminium) units
equivalent (a) Frame sections 65 x 25 mm
( at 0.41 kg/mt) (b)Sliding Frame bottom
Kg/Rmt) © Shutter top & bottom section
40 x18 mm ( wt. 0.41 Kg/Rmt ) (d) Shutter
interlock vertical section 10 x 18 mm.(
0.41 Kg/ Rmt) (e) Shutter vertical of 40 x
18 mm. (0.41 Kg/Rmt) including P/F
installing 5 mm thick approved color
Acrylic sheet of standard quality etc.comp.
Providing and laying polished granite
stone slab 18 mm thick in risers of steps,
dedo and pllars laid on 10 mm thick
193 30.00 cement mortar 1:3 (1 cement:3 coarse 2,690.00 Smt
sand) and jointed with gray cement slurry
including rubbing & polishing
Wall panelling with 12 mm MDF fixed
to existing alluminium framing and
194 4.00 making grove as per design and 1,688.00 Smt
finished with royal plastic paint as per
instruction of engineer incharge. (N.S.)
Providing and laying 15mm
bamboza wooden flooring as per
architect's drawing with all
necessary details as directed by the
project consultants. Use underlay for
better result as per Detail specifications
and directed by the project consultants.
(N.S.) (Approved Rate )
Providing 20 mm thick double coat mala
cement plaster on interior brick / concrete
work for plastering comprising of base
coat of 12 mm thick cement plaster in
196 20.00 cement mortar (1 Cement : 4 coarse 269.78 Sq.M.
sand) in rough finishing and 8 mm thick
top coat of cement mortar 1:2 (1 Cement :
2 Coarse sand) finished with trovel
including scaffolding curing etc. complete.
Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats)
197 1000.00 give an required shape evenshade after 113.40 Sq.M.
thoroughly brushing the surface to remove
all dirt, and remains of loose powdered
materials.etc complete
198 6.00 High Back Chairs for vip Lounge 6,750.00 Each
:Supplying and installation of
“Revolving High Back” chairs. The chairs
must be robust, ergonomically
designed and comfortable. Seat
& Back Assembly -1.2 cm thick
hot pressed plywood and upholstered
with Fabric and Molded
Polyurethane Foam with PVC lining
all around. Back foam is designed
with contoured lumber support for
extra comfort. Chairs Dimension -
Width 55 cm, Depth 60 cm Height
– 115.5 cm, Seat Height(SH) 44 –
56.5 cm. The Polyurethane foam should
be molded with density 45+/-2 kg/m3 &
Hardness = 16+/-2
kg/m3onHampden machine at 25%
compression. Arm Rest - One-piece
Black integral skin polyurethane with
50-70 shore. `D’ Type Handle and
reinforced with MS insert.
Centre Pivot Mechanism - 360o
revolving type 17o maximum tilt on pivot
at centre Tilt tension adjustment.
Upright locking. Telescopic
Bellow Assembly - The bellow should be
piece telescopic type and injection molded
in black Polypropylene. Hydraulic
Height Adjustment - The Hydraulic height
adjustment should be provided with
adjustment stroke of at least 10cms.
Pedestal Assembly - The pedestal
should be injection molded in
Black powder coated MS on and fitted
with 5 nos. twin wheel castors. Twin
wheel castors - The twin wheel
castors should be injection molded in
Black Nylon The complete item as
per architect /engineer in charge
Providing and supplying Medium Back
Chair for Control room MODEL
LIKE HOF OCT 172 Revolving
synchro tilting mechanism based
chair with gas lift for adjustable
height and medium curved back with
seat and back PU molded cushion with
MS pipe frame structure and white
foam layer for seat and molded PU foam.
White foam layer for back covered
with thick cloth and draped with
cloth of approved shade. (min. of
Rs.150/meter). 5 legged revolving
molded nylon chair base with good
quality of PU castors with 2 years
replacement guarantee. The chair to have
wide polyurethane arm rest of approved
shape. Complete chair should be in
suitable shape. Rates to be inclusive
of all taxes and free delivery at site.
The complete item as per architect
/engineer in charge
Providing and fixing storage, entire unit to
be made from 19 mm th. and 12mm
Ply with 1.0mm &. 8 mm th. Laminate.
Shelves to be made from 19mm Ply
with both side laminate. Rate shall
include necessary approved
200 120.00 mortise locking systems, S S Handle 12,500.00 Smt
pair 2" to 4" height and necessary
hardware. Over all storage to be
completed with necessary hard ware
and accessories completed as per
drawing and design as given by
Existing storage repairing and
veneer on top Providing and fixing of
Louvers On Existing d.c panel
Providing and fixing 35mmthk. Louvers
shutter made up from Ghanateak frame
with 135x75mm and shutter frame as per
detail and fixing aluminum louvers
which is specified readymade
powder coated aluminum grill panel
louvers .and applying melamine spray
polish all exposed wood work. Overall
door to be completed with necessary
hardware and accessories
completed as per drawing and
design as given by Engineer In
charge/Architect.
Providing and fixing flush door
shutters, solid core construction with
frame of first class hardwood with
cross board and face veneer or
plywood face panels, with both side
mm laminate finishing including
anodized aluminum butt hinges with
necessary screws. Decorative type
and pine wood core anodized minimum
3 no 150 mm long aluminum butt
hinges in flush door shutters with 2 no
of brass holdfast 325 mm long 1 no
brass tower bolt 250 mm long and two no
of 150 mm long brass door handle .
Decorative both side laminated Flush
door 35 mm thick. with frame of
cm x 7 cmt Indian teak wood frame
including all necessary fitting
fixtures hardware screw and adhesive
etc fixing up to all lead and lift height
up to 45 mtr from GL etc complete as
per direction of engineer in charge
Providing and fixing 35mm thick factory
made moulded door shuter consisting of
solid core single leaf flush door of 30mm
thickness, lipped with 15mm (5mm x 3)
thick x 30mm width on one stiles and top
rail and 10mm (5mm x 2) thick x 30mm
width on the other stilesand bottom rails.
The inner panel laminated with 2mm thick
termite proof, water proof and fire
resistant moulded PVC
sheet with 2,4,6 raised panel design in
different plain and /or prelim colours on
one side after routing the moulded design
on flush door and 2mm plain and/or prelim
PVC sheet on other side using rubber
adhesive on flush door and solvent
cement adhesive on the PVC liping etc.
complete as per direction of Engineer in
charge, manufacture’s specification and
P/M/F chainlink jali 8'x4' size as per
details sketch & instructionof engineer in
charge same as lal darwaja garden
pattern consisting of 3'dia. M.S black pipe
'A' class 5'4" ht. fixed at 8'9" c/c in C.C
1:2:4 block of 9"x9"x9" size chain link jali
of size 2"x2"x10 gauge fixed in 35x35x5
203 70.00 mm MS angle frame 8'x4' size with MS 1,230.00 Rmt
flat of size 25x3 mm welded jali
etc.comp.The jali is to be welded to MS
pipe with MS flat as instruction given.The
M.S pipe and the M.S angle frame are to
be painted one coat of primer and two
coats of paint as directed in line and level.
Providing & Fixing masonary wall with
porbandar lachiya stone with well dressed
grooveas per directed by engg.in charge
for foundation, plinth or super structure
level (above plinth level upto floor two
204 level) in cement mortar 1:5 (1-cement : 5-
fine sand) incl.pointing the joint with white
cement and yellow oxide powder in
proportion to match stone colour the joints
should be thread grooved as per exi. lake
stone pitching apperance
(A) stone masonary wall/stone dressed
single faced (size 15"x8"x9")
10.00 (B) stone coping (size 15"x8"x4") 510.00 Rmt
10.00 (C) stone coping (size 15"x8"x9") 790.00 Rmt
10.00 (D) stone column (size 15"x15") 10,710.00 Cmt
10.00 (E) stone column top (size 20"x20"x9") 685.00 No.
Supplying and fixing of 300 mm-L x
150 mm-B x 380 mm-H Kerb block for
Footpath in M-20 grade using 20 mm
nominal size black trap aggregate
of Sevaliya/Timbaor equivalent
quality for pre-cast blocks,
reasonablyexposed finish/
formwork , mould with well
205 200.00 equippedwith vibratory system for kerb 350.89 Rmt
stones of approved design including
curing, etc. complete, including thecost
of formwork etc. complete. The rate
shall also include necessary cutting
of asphalt, fixing the Kerbstones in line
and level on 5 cm thick sand bedding
withnecessary equipments and
materials. The rate shall also include
the flush pointing in CM (1:3) for all joints
of thekerbstones. Filling of zari alone the
sides of the kerbstone fixed with
Bituminous concrete
Bituminousconcrete / C.C. mixed in
proper position to flush withthe road
surface as directed by Engineer in
change to form a portable mixture.a)
Laying on 5 cm thick Sand Bedding
Providing and fixing pre-cast concrete
kerb stone of gray cement based concrete
block 30cm length,30cm height and 15cm
thick of M200 grade concret as per
approved design and including excavation
for fixing in proper line and level,filling the
joint with C:M 1:3 (1cement:3fine sand)
Providing and Laying of Rubber Moulded
Paver Block Grey/Coloured 60 mm thick,
M-35 Grade of any size shape (Usually
Uni-Paver Blocks) using black trap good
quality aggragate of 20 mm nominal size
for footpath,parking areas, service lanes
and other areas as mentioned in the
drawing / instruction of engineer in
charge. Cost includes formworks using
rubber mould, Rate providing and laying
paver blocks as per required grading and
specification. The paver block shall be
mechanically compacted. The work of
paving blocks shall be executed in line
and level by skill mason of flooring work
only. It should be laid in such a way that
the no cutting of the paver block to be
necessary. if cutting of paver block
necessary then it should be cut by
machine only and carting. The finished
surface of the paver block shall have
resonably good, plain finished. Paver
blocks shall be compacted and shall be
relaid if necessary. Gravel or such type of
materials shall not be allowed for
production. Laying on 5 cms thick sand
Provoding and fixing flush door shutters,
solid core construction with frame of first
class hard wood with cross board and
face veneer or ply wood face panels,
including anodised alluminium butt hinges
with necessary screws. (B) Non-
decorative type and block board core
anodised alluminium butt hinges in flush
door shutters (2) 35 mm thick. Labour
work for fixing any kind of paving with
cement pointing in CM 1:2, including
watering, ramming etc comp. as dir.For
I) Laying on Sand bedding as per
208 10.00 requirement to fix the C.C.Block / Nibhada 68.64 Smt
Stone in Line & Level
Box type metal letters forming composite
box made from 1mm thick stainless steel
plate of grade 304 having brush finish of
209 following font size to be fixed at Main
Gate in english and or Gujrati and
including fixing charges approved before
fixing by clent / consultant.
A 10.00 400mm high 1,000.00 Nos.
B 10.00 300 mm high 750.00 Nos.
C 10.00 230 mm high 565.00 Nos.
Providing and fixing false ceiling at all
height including providing and fixing of
frame work made of special sections,
power pressed from M.S. sheets and
galvanized with zinc coating of
gms/sqm (both side inclusive) as per IS :
277 and consisting of angle cleats of size
25 mm wide x 1.6 mm thick with flanges
of 27 mm and 37mm, at 1200 mm centre
to centre, one flange fixed to the ceiling
with dash fastener 12.5 mm dia x 50mm
long with 6mm dia bolts, other flange of
cleat fixed to the angle hangers of
25x10x0.50 mm of required length with
nuts & bolts of required size and other
end of angle hanger fixed with
intermediate G.I. channels 45x15x0.9 mm
running at the spacing of 1200 mm centre
to centre, to which the ceiling section
mm thick bottom wedge of 80 mm with
tapered flanges of 26 mm each having
lips of 10.5 mm, at 450 mm centre to
centre, shall be fixed in a direction
perpendicular to G.I. intermediate channel
with connecting clips made out of
mm dia x 230 mm long G.I. wire at every
junction, including fixing perimeter
channels 0.5 mm thick 27 mm high having
flanges of 20 mm and 30 mm long, the
perimeter of ceiling fixed to wall/partition
with the help of rawl plugs at 450 mm
centre, with 25mm long dry wall screws @
230 mm interval, including fixing of
gypsum board to ceiling section and
perimeter channel with the help of dry wall
screws of size 3.5 x 25 mm at 230 mm
c/c, including jointing and finishing to a
flush finish of tapered and square edges
of the board with recomme-nded jointing
compound , jointing tapes , finishing with
jointing compound in 3 layers covering
upto 150 mm on both sides of joint and
two coats of primer suitable for board, all
as per manufacturer’s specification and
also including the cost of making
openings for light fittings, grills, diffusers,
cutouts made with frame of perimeter
channels suitably fixed, all complete as
per drawings, specification and direction
of the Engineer in Charge but excluding
the cost of painting.
Providing and fixing wall acoustical
paneling using ecotone Slato/ Anutone
slato or equivalent Acoustic Panel make
Slats L-16 of size
128mmx2430mmx16mm thick up to
2400mm high as per the following
specification :-Slats L-16- 2mm @16mm,
32 x 128 x 2430 mm high grade Pine
wood base Medium Density Fiber
acoustic boards with Tongue & Groove
Edge,2mm slot perforation @ 16mm
centre, slates perforations, The acoustic
should be furnished with a Black
absorbent felt backing with an airflow
211 30.00 resistance of 330- 460 Ns/m³ (DIN 4,160.00 Sq.mt.
53887),wood practical core,NRC : should
be Up to 0.75,should meet the safety
requirements of EN 14190. Fixing :-
Sound Strut CC18 screw fixed
horizontal/vertical to wall at every 600mm
c/c. Metal cleat can be fixed on top edges
of Sound Strut CS55 fixed directly by
stamping to the CS55 and IC91 which is
screw fixed directly to the wall where ever
required with a backing black color fabric
as approved by Architect and as specified
including all accessories, material & labor
complete as directed by Architect /
Providing & Fixing SPEED BUMP - #2 No
(1 black, 1 yellow) 350 x 500 x 50 mm,
Size per color End Cape 350 MM x
MM x 50 MM TOP DESIGN - Lining Top
flat ANTI SKID PATTERN FOR GRIP
COLOUR :- YELLOW & BLACK BODY
MATERIAL :- MODIFIED
212 18.00 THERMOPLASTICS (Polymer 2,185.00 Rmt.
Rubberized ) • ECO FRIENDLY
RECYCLE RUBBER Packing :- 4 pcs/
woven Bag Load Capacity :- 20 MT Fitting
( Fixing on TRAKE) :-4 holes & END
CAPE :- 2 HOLE HEX Bolts with Washer
Epoxy for Bolt Fitting etc. complete as
directed by EIC .
Providing & Fixing in position 24 MM
exposed grid suspension system with “P “
Grid profile false ceiling system using
MM X 600 MM ecotone/anutone or
equivalent make Glass Fiber Ceiling Tiles
having tegular edges & 0.90 NRC value
and approved surface design (with NRC
of 0.90) and edge profile Tegular placed
in a suspended grid of size 600 MM X
MM made from hot dipped GI Steel
sections, rotary stitched, main tee of size
24 X 42 X 3000 MM X 0.40 MM thickness
213 18.00 suspended at every 600 MM c/c along 2,619.00 Sq.mt.
length of ceiling with 4 MM dia, Pre-
straightened G.I.Wire with necessary level
adjusters & intermediate cross tees of
size 24 X 38 X 600 MM X 0.40 MM
thickness shall be inserted in to slots
between the main tees at 600 MM centers
in direction vertical to the main tees,
where in the main tees are resting on the
periphery on wall angles of size 24 MM X
24 MM X 3000 MM X 0.40 MM thickness
including providing necessary openings
for light fixtures, diffusers etc.
Providing and fixing of Roller blind
curtain/blackout. The fabric shall be
woven from formulated platisol extruded
over a polyaster yarn.The fabric shouldl
214 2.00 be weaved to provide subtle view of the 2,610.00 Smt
side of the blind and should offer
elimination of glare and sunlight radiance
upto a minimum of 80%.The fabric shall
be flame retardant.
Providing and applying Texture Paint
(Rustic Finish) on external plastered
surfaces, pattern as per sample approved
by the Architect. including preparing
surface, using roller to get approved
texturised surface. Job to include making
215 2.00 required surface preparation, to receive 425.00 Sq.m
Texture paint finish etc. All complete as
per detail drawing, as specified and as
directed by Architect / Consultant / Project
- In - Charge. The rates shall be inclusive
of Scaffolding, all material, labour etc.
complete. as directed by EIC.
Providing and fixing PVC/Gpsysum plain
colour false ceiling with grid type with
aluminium frame from gypsteel,
fastners ,props, Finishing as per
architectural drawing allowing
openings for A.C. Diffusers,
Light/Electrical Points etc –complete,
Prior to fixing on frame.(Brand :
Anutone or equivalent ) (N.S.) or as
directd by engineer In Charge.
Provdg. & laying S.W. Gully trap with brick
masonry chamber & water tight G.T.Stone
including fixing of covervSquare mouth
trap 100 mm x100 mm size P-Trap
Providing cement vata (10cmx10cmsize)
quarter roundin cement mortar 1:1
including neat cement finishing, waterin
getc. complete.
Providing and laying (to level or slopes)
and jointing with stiff mixture of Cement
219 10.00 Mortar in proportion 1:1 Salt glazed 211.05 Rmt.
stoneware pipes including testing of pipes
and joints complete.(A) 100mm dia.
Providing and laying (to level or slopes)
and jointing with stiff mixture of Cement
220 20.00 Mortar in proportion 1:1 Salt glazed 288.23 Rmt.
stoneware pipes including testing of pipes
and joints complete.(B) 150mm dia.
Constructing brick masonry chamber for
underground C.I. Inspection chamber and
bends with bricks having crushing
strength not less than 35Kg/Cm2 in C.M.
1:5 C.I. cover with frame (Light duty)
455mm x 610mm intenal dimensions total
weight of cover with frame to be not less
than 38Kg. (Wt. of cover 23 Kg.) and Wt.
of frame 15Kg. ) (R.C.C. top slabe with
1:2:4 mix (1-cement :2- coarse sand :4-
graded stone aggregate 20mm size)
foundation concrete 1:5:10 inside plaster
15mm thick with cement mortar 1:3
finished smooth with a floating coat of
neat cement on walls and bed concrete
etc. complete.(i) Inside dimensions
455mmx 610mm and 450mm deep for
single pipe line.
Constructing brick masonry chamber for
underground C.I. Inspection chamber and
bends with bricks having crushing
strength not less than 35Kg/Cm2 in C.M.
1:5 C.I. cover with frame (Light duty)
455mm x 610mm intenal dimensions total
weight of cover with frame to be not less
than 38Kg. (Wt. of cover 23 Kg.) and Wt.
of frame 15Kg. ) (R.C.C. top slabe with
1:2:4 mix (1-cement :2- coarse sand :4-
graded stone aggregate 20mm size)
foundation concrete 1:5:10 inside plaster
15mm thick with cement mortar 1:3
finished smooth with a floating coat of
neat cement on walls and bed concrete
etc. complete.(i)Inside dimensions 500mm
x 700 mm and 450mm deep for pipe line
with one or two inlets.
Constructing brick masonry chamber for
underground C.I. Inspection chamber and
bends with bricks having crushing
strength not less than
35Kg/ Cm2 in C.M. 1:5 C.I. cover with
frame (Light duty) 455mm x 610mm
intenal dimensions total weight of cover
with frame to be not less than
38Kg. (Wt. of cover 23 Kg.) and Wt. of
frame 15Kg. ) (R.C.C. top slabe with 1:2:4
mix (1-cement :2- coarse sand :4-graded
stone aggregate 20mm size)
foundation concrete 1:5:10 inside plaster
15mm thick with cement mortar 1:3
finished smooth with a floating coat of
neat cement on walls and bed
concrete etc. complete.(iii) Inside
dimensions 600mm x 850 mm and
450mm deep for pipe lines with three or
Providing, supplying and fixing precast
C.C. blocks (M-20) edge kerb having size
of 75 x 300 x 300 mm depth and as per
223 60.00 design conveying it to the site, jointing into 219.00 Rmt.
C:M 1:3 and racking out the joints incl.
necessary excavation of asphalt, soil
etc..completed.
Constructing a cooking Sandwich platform
60 cm. width and 70 cm high resting on
B.B.Masonry walls
23 cm.thick in C.M.(1:6) with (ii) Fixing
black Granitee 30mm thick laid on precast
R.C.C. (1:2:4) slab with plastering on
exposed faces of wall in C.M. (1:4) etc
Constructing a cooking platform 60 cm.
width and 70 cm high resting on
B.B.Masonry walls 23 cm.thick in
224b 50.00 C.M.(1:6) with (ii) Fixing black kadappa 1,132.43 Rmt
stone 30mm thick laid on precast R.C.C.
(1:2:4)slab with plastering on exposed
faces of wall in C.M. (1:4) etc complete.
Providing and fixing hard drawn steel wire
fabric 75mm x 25mm mesh or weight not
225 20.00 less than 7.75 kg. per Sq.M. to window 754.65 Smt
frames etc. including60 x 20mm beading
Providing & fixing 15 cm wide chicken
mesh jali with nails & then application of
15 mm plaster on R.C.C.& masonary
joints as per dir.of engg.in charge
Providing and laying cement concrete
flooring 1:2:4 (1-cement : 2-coarse sand :
4-graded stone aggregate 20mm nominal
size) laid in one layer and finished with a
floating coat of neat cement. (A) 50mm
Providing and constructing, Underground
(U/G) water tank of specified capacity, on
specified location, for all depths, in
controlled CC of M-200 grade with bottom
slab, top slab and RCC walls, including
cost of form work and reinforcement,with
inside and outside plaster in CM 1 :3 and
water proofing treatment as per IWP
specification,including injection, grouting,
etc. complete. The rate includes for
providing and fixing two nos. 0.6m. x
m. size medium duty CI manhole cover/s
at top, including wash out pipe line and
inlet and outlet connections etc. complete.
Providing & Fixing of Armstrong Mineral
Fibre Acoustical Suspended Ceiling
System with Dune (Bevelled Tegular)
Edge Tiles With Armstrong 15mm
Exposed GRID. The tiles should have
Humidity Resistance (RH) of 99%, NRC
0.5, Light Reflectance ≥85%, Thermal
Conductivity k = 0.052 - 0.057 w/m K,
Colour White, Fire Performance UK Class
0 / Class 1 (BS 476 pt - 6 &7) in module
size of 600 x 600 x 15mm , suitable for
Green Building application, with Recycled
content of 32%. The tile shall be laid on
Armstrong Silhouette profile grid system
229 20.00 with 15mm white flanges incorporating a 1,307.00 Smt
6mm central reveal in white/black colour
and with a web height of 45mm and a
load carrying capacity of minimum
Kgs/M2 & minimum pull out strength of
100 Kgs.. Silhouette, Main Runners &
Cross Tees to have mitred ends &
“birdsmouth” notches to provide mitred
cruciform junctions. The T Sections have
a Galvanizing of 90 grams per M2 and
need to be installed with Suspension
system of Armstrong make. Warranty
Certificate and Test Reports for NRC,
CAC and Fire rating shall be provided by
Mineral Fibre Acoustic Modular Ceiling
Tile should be GREENPRO certified and
qualifies as GREEN PRODUCT certified
by CII Green Products and Services
Council.INSTALLATION: To comprise
main runner spaced at 1200mm centres
securely fixed to the structural soffit using
Armstrong suspension system
(specifications below) at 1200mm
maximum centre. The First/Last
Armstrong suspension system at the end
of each main runner should not be greater
than 450mm from the adjacent wall.
Flush fitting 1200mm long cross tees to
be interlocked between main runners at
600mm centre to form 1200 x 600 mm
module. Cut cross tees longer than
600mm require independent support.
x 600mm module to be formed by fitting
600mm long flush fitting cross tees
centrally between the 1200 mm cross
tees.Perimeter trim to be Armstrong wall
angles of size 3000x19x19mm, secured to
walls at 450 mm maximum centres.
Installation should be carried out as per
Armstrong recommended
procedure.ARMSTRONG SUSPENSION
SYSTEM accessories manufactured and
supplied by Armstrong World Industries
consisting of M6 Anchor Fasteners with
Vertical Hangers made of Galvanised
steel of size 26 x 26 x 25 x 1.2mm with a
Galvanised Thickness of 80gsm, A pre
Straightened Hanger wire of dia – 2.5 mm
of 1.8 m length., thickness of 80gsm and
a tensile strength of 344-413 MPa, along
with Adjustable hook clips of 0.8mm thick,
galvanised spring steel for 2.68 mm with a
minimum pull strength of 110 kg. The
adjustable clip also consists of a 3.5 mm
aquiline wire to be used with the main
Providing and fixing PVC Printed pain
colour false ceiling with grid type with
alluminium frame consisting of 600mm x
600mm 3mm thick plain PVC sheet used
as panel insert in a frame work made
using anodized alluminium T section of
size 1 x 1 (235 x 25mm, 19 gauge or
mm thick) in square pattern of grid sizes
of 2 x 2 (600 x 600mm) The alluminium
frame work is supported from the cceiling
with the help of G.I. hook and G.I.
wire/6mm M.S. rods of required sizes to
maintain proper level etc. The aluminium
frame work is supported on side wall with
the use of alluminium L section of size
x1 (25 x 25mm) angles etc. complete as
per direction of Engineer in charge.
Manufactures specification and drawing.
Providing and supplying of labour for
necessary manual excavation, cleaning,
Shifting of Material Or any other, or for
any other work as directed by Engineer In
charge. The Rate includes Handcart with
A 20.00 Carpenter 725.00 No
B 20.00 Fitter/Plumber/Mason 697.00 No
C 20.00 WELDER/ Gas cutter at Day /night 689.00 No
Supplting of welding machine / gas cutter
including cost of welding rods/gas,
Transportation, including carting from site
E 30.00 Mazdoor at Day Male/Female 493.00 No's
Conveyance charges of (A)
limemurrumbuilding rubbish earth manure
sludge & execavated rock andrubbish
[Limemurrum building rubbish
Supplying electric breaker machine for
RCC slab or asphalt demolishing work on
site by using operator, fuel, power supply
etc.complete as directed. (no payment
233 2.00 should be allowed for non working 1,071.42 Shift
condition of machinery and for pipe line
excavation and M.H. work. Allowed only
for break down work) (Based on
Previously approved rate by CE sir )
CatchPit Jali Fixing P/F FRC catch pit jali
with frame 600mm x 600mm clear
234 10.00 opening etc. comp. As directed by 1,383.92 No.
engineer in charge. (Based on Central
Providing and fixing concealed center
point to wall ceiling & floor CPVC (SDR
13.5) PIPE having National Sanitation
235 Foundation (NSF) seal for potable water
of following dia. nominal bore tube fittings
and clamps including making good the
wall, ceiling and floor etc. complete.
A 10.00 15 MM DIA 165.21 Rmt
B 10.00 20 MM DIA 202.97 Rmt
C 10.00 25 MM DIA 247.25 Rmt
D 10.00 32 MM DIA 330.36 Rmt
E 10.00 40 MM DIA 437.66 Rmt
F 10.00 50 MM DIA 647.30 Rmt
Providing and fixing cast iron steps of size
500mm x 150mm x 22.5mm and painting
with two coats of Anti-corrosive paint etc.
Supplying and fixing C.I. cover 300mm x
300mm without frame for Gulley trap
(Standard pattern) te weight of cover to be
not less 4.53 Kg.)
Providing and fixing to wall ceiling and
floor 10.0Kg.F/Cm2 working pressure
polythene pipes of the following out
238 side Dia. Low densidy, complete
with special falnge compression type
fittings, wall clips etc. including
making good the wall ceiling and floor.
Providing and fixing sheet glass, selected
quality (Type-C) bedded in putty and fixed
239 20.00 wooden beading including the cost of 1,176.10 Smt
wooden beadings of first class teakwood
and necessary cutting of glass. (2) 6 mm
Providing and fixing rough cast wired
glass, 6mm thick bedded in putty and
240 20.00 wooden beading including the cost of 559.26 Smt
wooden beadings of Indian teak wood and
necessary cutting of glass. (C) Wired -
Providing and fixing five courses water
profing treatment with bitumen felt
consisting of second and fourth course of
blown / bitumen or/ and residual bitumen
applied hot at 1.2 kg.per Sq.M.of area for
each course and first course with fibre
base bitunen saturated under lay type
land third course
with fibre base self finished felt type
fifth and final course of stone grit 6mm
size or pea sizes gravel spread at
Cu. Metre / Sq. metre
including preparation of surface excluding
grading complete.
Providing and fixing three courses water
profing treatment of Astral Make
Company. with an first layer of first
course with fibre base, Second Course of
Water Proofing chemical coat, and Third
Coat of Fibre Coat with fibre base self
242 40.00 finished felt type 2 grade 1 and final 753.20 Smt
course of Burshing with chemical
Treatment with a thickness of 1 to 2 mm
thickness, including preparation of surface
, The Said work should be provided for a
perfomance bond of 5 Years for warranty
Constructing Manhole with R.C.C. top
slab in 1:2:4 mix (1-cement :2-coarse
sand : 4-graded stone aggregate 20mm
nominal size) foundation concrete1:3:6
mix (1-cement : 3- coarse sand :6-Brick
bats 40 + 50mm size) inside plastering
15mm thick with Cement Mortar 1:3 (1-
Cement : 3-coarse sand) finished with a
floating coat of neat cement and making
channels in cement concrete 1:2:4 mix (1-
Cement :2-Coarse sand :4-stone
aggregate 20mm nominal size) finished
smooth complete including curing and
festing (i) Inside size 900mm x 1200mm
and 1.5M. deep including C.I. cover with
frame size 560mm diameter total weight
of cover and frame to be not less than
kgs. (Wt. of cover 64 Kg. and Wt. of frame
64 Kg.)(A) With 230mm thick walls of
brick msonry using brick having crushing
strength not less than 35Kg. / Sq.cm. in
Cement Mortar 1:5 (1- Cement: 5-Coarse
sand) (1) A type depth 0.90 Metre for
150mm diameter sewer.
Providing and fixing of wall paper at
Wall/Ceiling/ or at other places, as
required. ( Basic Rate of Wall paper must
be (100-120) Rs. Per Sq.Ft. The Rate
includes of necessary material, with fixing
and transporation with necessary solution.
Providing and fixing of Shower of jaquar
245 10.00 make for Serial No. 0797N ALD ( High 3,802.00 No's
Flow C/Body-Jaquar, Primary Batch )
Providing and fixing of Metro Pole of
246 5.00 mm dia of Jaquar Make of series FLV- 4,062.00 No's
1093 N ( Serial No. 10935 )
Providing and fixing of chair bracket for
247 5.00 Support of W.C. of Primary batch Series- 2,225.00 No's
7324 of Jaquar make
Providing and fixing of upper part of W/C
of jaquar series of
Providing and fixing of 2 in 1 Bib cock of
249 10.00 jaquar Series of KUP-35041 (8481) as per 2,889.00 No's
Instructions of engineer in charge.
Providing and fixing of Pillar cock of
250 10.00 jaquar make series EXTND 190 MM as 4,043.00 No's
per instructions of engineer in charge.
Providing and fixing of Angle cock of
jaquar make series of KUP-35053 PM
Providing and fixing of shower of size
8x8m including shower arm, flange, floor
trape, including all material with fixing as
per Instructions of engineer in charge.
Supplying and fixing of Roller blind curtain
In Patterned Fabric of Different Textures
corded in roller blinds with stiching fittings
253 5.00 and of stichles pattern. The Price Rate 6,670.00 Smt
Includes necessary Making with fixing of
roller blind with roller mechanism as
instruction and selection of design as per
engineer in charge.
Supplying and fixing of Sheer Curtains of
Different Size, In Patterned Fabric of
White Colour Textures stiching fittings
254 8.00 and of stichless pattern. The Price Rate 1,955.00 Smt
Includes necessary Making with fixing of
Sheer Curtain with top channels of fixing
as instruction of engineer in charge.
Supplying and providing of Green Curtain
for prevention of Sunlight. The Price Rate
Includes blackout curtains with dense or
255 8.00 fabirc or foam interlining material. The 1,162.00 Smt
Price Rate also Includes necessary fixing
with roller tie ropes at site at any height as
per instruction of engineer in charge.
Demolition of Existing Platform and
Construction of New Modular kitchen with
necessary drawer Arrangement, Providing
and fixing of chimney, and Providing of
Self for Placing of utensils, with tandom
channels, Laminates in hard board
material. The Rate also includes
construction of Platform in Granite work,
256 2.00 including kitchen sink and with necessary 2,60,130.00 Jobwork
Plumbing work, as per Instructions of
engineer in charge. The Rate includes
with necessary materials of hardware,
manpower, necessary machinery for
platform work and other civil works upto
any lead and lift as directed. The Rate
also includes carting of materials for to
and fro at the site.
Supply & fixing factory finished cold
formed Light guage steel frame sections
confirming to SP:6 (5) 1980 at site or work
including riveted, bolted or welded in
builtup for all type of sections ,in framed
work, cutting, hoisting, fixing in position
andapplying primer coat of approved steel
primer etc. complete as per structural
designs & directions of Engineer-in-
Providing valleys 900mm overall in plain
1.6mm thick G.I. sheet fixed with G.I. J or
258 5.00 L Hooks, Bolts and nuts glavanised iron J 1,042.78 Smt
or L Hooks Bolts and nuts 8mm dia G.I.
Limpet and bitumen washers complete.
Providing laying (to level or slopes) and
jointing reinforced concrete Light duty
non-pressure pipes I.S. class NP2 of the
259 15.00 following internal diameter with collars 658.89 Rmt
and butt ends prepared for collar joints
including testing of joints complete.(D)
Constructing Manhole with R.C.C. top
slab in 1:2:4 mix (1-cement :2-coarse
sand : 4-graded stone aggregate 20mm
nominal size) foundation concrete 1:3:6
mix (1-cement : 3- coarse sand :6-Brick
bats 40 + 50mm size) inside plastering
15mm thick with Cement Mortar 1:3 (1-
Cement : 3-coarse sand) finished with a
floating coat of neat cement and making
channels in cement concrete 1:2:4 mix (1-
Cement :2-Coarse sand :4-stone
aggregate 20mm nominal size) finished
smooth complete including curing and
festing (i) Inside size 900mm x 1200mm
and 1.5M. deep including C.I. cover with
frame size 560mm diameter total weight
of cover and frame to be not less than
kgs. (Wt. of cover 64 Kg. and Wt. of frame
64 Kg.)(A) With 230mm thick walls of
brick msonry using brick having crushing
strength not less than 35Kg. / Sq.cm. in
Cement Mortar 1:5 (1- Cement: 5-Coarse
sand) (2) B type depth 1.50 Metre for
150mm diameter sewer.
Providing laying (to level or slopes) and
jointing reinforced concrete Light duty
non-pressure pipes I.S. class NP2 of the
261 3.00 following internal diameter with 658.89 Rmt
collars and butt ends prepared for collar
joints including testing of joints
complete.(D) 300mm
The Rates are Exclusive of G.S.T. Prevaling G.S.T Will be paid Seperatly.
Contractor’s Quoted Rate: -
Net Quoted Tender Amount Rs.
Seal and Signature of the Bidder Addl.City Engineer ( West Zone )
As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank
guarantee of said work must be of Ahmedabad city branch, which mentioned
(A) Guarantee issued by following bankswill be accepted as SD/EMD on
permanentbasis.
(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.
(2) Private Sector Banks authorized by RBI to undertake State Government
Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)
(B) Guarantees issued by following Banks will be accepted as SD/EMD for the
period up to March 31,
(1) Commercial Banks :
(1) Kotak Mahindra Bank
(2) RBL Bank (The Ratnakar Bank Ltd.)
(3) IndusInd Bank.
(4) Karur Vysya Bank.
(6) FEDERAL Bank.
(7) SOUTH INDIAN Bank.
(2) Co-Operative Banks of Gujarat
(1) The Kalupur Commercial Co-Operative Bank Ltd.
(2) Rajkot Nagarik Sahakari Bank Ltd.
(3) The Mehsana Urban Co-Operative Bank Ltd.
(4) Nutan Nagarik Sahakari Bank Ltd.
(5) Saurashtra Gramin Bank.
AHMEDABAD MUNICLPAL CORPORATION
MAHANAGAR SEVA SADAN
DETAILS OF BANK ACCOUT
1 Contractor's name
3 Telephone/ mobile no
4 Permanent account no. (PAN no.)
5 Name of the bank
6 Branch name and address
11 Contractor/ supplier's
signature and stamp
SPECIAL CONDITION OF CONTRACT
1.0 The Contractor shall have to maintain all required registers for quality control, material
management and progress of the work as per the AMC's prevailing circulars and as directed by
engineer- in-charge on daily basis.
1.1 Contractor has to manage proper storage of all the materials.
1.2 Contractor has to use good shuttering material for the project.
1.3 Contractor has to take all risk policy & workman compensation policies of the project & should
be effective up to handing over the possession. Incase of any Incident i.e. fatal accident that
occurs at site, complete responsibility will be of the Contractor.
1.4 Contractor is responsible for all liasioning for seeking all the permission required during the
1.5 Municipal Commissioner reserves the rights to reduce / increase the scope of work up to any
extent without assigning reason thereof and the contractor has to execute the BOQ items at his
1.6 All rates quoted by the contractor to be inclusive of all applicable taxes (GST).
1.7 The Contractor shall make his own arrangements for the engagement of all staff and labour,
local or other, and for their payment, housing, feeding, transport and other facilities according
to prevailing labour laws.
1.8 AMC may at its discretion no coplains/no work for a period, single or multiple works at any
given time. once the work is given by SMS, Phonecalls, Whatsapp, Letter; the contractor has
to attend the work within 24 hours. Failure of the same shall invite penalty of 10,000/- per
occurance. Repeated failure of more than 3 times, the contractor shall be blacklisted. No
further claim shall be entertained and the work shall be carried out of current market rate
and supervision charges of 27% at the risk and cost of contractor after the due date of
Seal and Signature of the Bidder Additional City Engineer
Date: Ahmadabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central
2. Contractor shall register the work to labour commissioner as per labour act.
3. Contractor shall not sub-let the work without permission of the authority
4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at
different sites simultaneously. Contractor's having labour force available during festivals shall
only apply. Contractor can not stop the work due to on availably of labour force. In case
progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work
done after time limit, maximum up to 10% for remaining work.
5. Bitumen rate difference will be paid as per tender conditions, if applicable.
6. Advance payment / machinery advance will not be paid.
7. Payment of running bill will be made as per recent A.M.C. policy in force.
8. No extra payment will be made due to increase of central / state Govt. Taxes.
9. If the work is not completed within time limit the penalty will be recovered from immediate
bills of contractors.
10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then
contractor shall not claim for any extra rate for non execution of such item, partly/fully.
11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as
directed"/approved" by the Engineer-in-charge.
12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to
mean as a reference to the latest edition of the same in force on the date of agreement.
13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of
specific mention of a particular point or aspect, the provisions on these particular points, or
aspects in the relevant Indian Standards shall be referred to.
14. All measurements and computations, unless otherwise specified, shall be carried out nearest to
the following limits:
(i) Length, width and depth (height)------- 0.01 Meter.
(ii) Areas -----0.01 Sq. Mt.
(iii) Cubic Contents ------0.01 Cu.Mt.
15. The distance, which constitutes lead, shall be determined along the shortest practical route and
not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard
shall be taken as final.
16. Where no lead is specified, it shall mean "all leads"
17. Lift shall be measured from plinth level.
18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,
specifications shall be deemed to be included there in.
19. Reference to specifications of materials as made in the detailed specification of the items of
work is in the form of a designation containing the number of the specification of the material
and prefix 'M' e.g. 'M-5'.
20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve
the contractor from the responsibility of replacing defective material brought on site or
materials used in the work found defective at a later date.
21. The contract rate of the item of work shall be for the work completed in all respects.
22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.
23. Collection of approved materials shall be done at site of work in a systematic manner.
Materials shall be stone at site of work in a systematic manner. Materials shall be stored in
such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-
ensure the preservation of their quality and fitness for the work.
24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from
the site of work within 24 hours.
25. No materials shall be stored prior to, during and after execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
26. All works shall be carried out in workmanlike manners per the best techniques for the
particular item.
27. All tools, templates, machinery and equipment for correct execution of the work as well as for
checking lines, levels, alignment of the works during execution shall be kept in sufficient
numbers and in good working condition on the site of the work.
28. The mode, procedure and manner of execution shall be such that it does not cause damage or
over loading of the various components of the structure during execution or after completion
of the structure.
29. All necessary safety measures and precaution (including those laid down in the various relevant
Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the
works as also of the work itself.
30. The testing charges of all materials shall be borne by the Contractor unless recovery at one
percent towards testing charges is separately made.
INSTRUCTION TO TENDERERS
TENDER VALIDITY PERIOD:
The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar
days (120) from opening of price bids.
SECURITY DEPOSIT
Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall
furnish to the Corporation Security Deposit of 5% (five percent) of the contract price cheque or
Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.
CONTRACTOR'S SIGNATURE & STAMP ADDL.CITY ENGINEER
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 Monthafter the order to start the works. Progress of work
should be in proportion to time limit.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The
contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the
traffic. He shall be responsible for any damage to public. If any incident happen, during the
execution of work. In case of dispute for unseen or overlooked items the decision of the Dy. City
Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work
and at the time of completion of work and hand over the site with final finishing of the work as
directed. All the rejected materials shall be removed from site within 24 hours by contractor at this
risk and cost. Debris shall have to cart daily from site.
If any extra item crops up during the progress of work the same shall be carried out by the
contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest
SOR or if item is not available in SOR than based on current market rates. In case of extra item
decision of Add. City Engg. shall remain final regarding rate.
If in the interest of the Corporation it is necessary to change either any site or the design of the
propose work the contractor shall carry out the same at his quoted rates without charges any extra
and the contractor will have to carry out the works and he will be paid at the rate quoted by him.
No claim for extra rate for subsequent changes in site and design is entertained.
Octroi exemption passes shall not be given for any materials required for the work. Contractor will
be fully responsible for compliance of the various provisions under contract Act. 1970 and the
Rules framed the to under.
The tender for the work shall remain open for a period (120) days from the date of opening of the
tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer
on his own during the period. If any tenderer withdraw or makes any modifications or addition in
the terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal
Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said
earnest money and black list the contractor.
If the work is not carried out within the specified time limit. from the date of order to start the
work the penalty of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate
bills payable to the contractor. Contractor has to make his own arrangement for procurement of
steel and cement.
Contractors should note the following conditions carefully:-
i) Conditional tender shall not be accepted.
ii) All tenders are to be submitted in duplicate without which the tenders are liable to be
iii) In case of tender downloaded from website, tender fee & EMD should be submitted in
form of demand draft or in cash.
iv) Condition of Form - B1 Standard Specification of material & code of practice will be
applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.
- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published
by Gujarat Book Depot, Sector-21. Gandhinagar.
CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
Invitation for Bid (IFB)
1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites
sealed Tender document from reputed and qualified bidders for the construction of Works
detailed in the Table below:-
Sr. Name of Works Approximate Earnest Completion
No. value of works (Rs.) Period
1 Maintenance, Repairing, Rs. 1,99,85,345.36 Rs.2,00,000.0 12 Months
Renovation work for Different
Municipal Schools, Anganwadi,
Toilet,Urinal & Municipal Garden
and Other Municipal Buildings in
Ranip ward at West Zone.
2. Interested bidders shall download the tender documents from AMC’s website
www. amcnprocure.com/ www.nprocure.com.
3. Tender (a complete set of bidding document) fee shall be Rs. 3600.00 in the form of Demand
Draft / Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER,
Ahmedabad, payable at Ahmedabad, which shall be non refundable.
4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works
in the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL
COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be
specified in Clause 2 of Financial Condition.
5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.
Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,
Ahmedabad-380013.
6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal
Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal
Corporation, W.Z. Office, Ahmedabad-380013. in the presence of bidders or their
representatives who choose to attend. In the event of the specified date of bid
submission/opening being declared a holiday for the Employer, the bids shall be received
/opened on the next working day at the same place and the same time.
TERMS & CONDITIONS
( A ) INSTRUCTIONS TO BIDDERS (ITB)
( B ) GENERAL TERMS & CONDITIONS
( C ) FINACIAL TERMS & CONDITIONS
( D ) MAIN CONDITION / FETURES OF THE WORK
AHMEDABAD MUNICIPAL CORPORATION
TERMS & CONDITION
( A ) INSTRUCTIONS TO BIDDERS (ITB)
1. Procedure for Submission of Tender
a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender
fee & EMD (Draft /DD) and all other enclosures as asked in tender.
b).The bidder shall submit the following Tender documents physically in hard copy in two separate
envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/
Speed Post/ Hand Delivery in duplicate. The Bid envelopes shall be marked as follows:-
Tender Document
Registration certificate of class
c).The envelope shall be addressed to the Employer at the following address:
Asst. Manager (Admin) West Zone,
2nd Floor,Dr. Ramanbhai Patel Bhavan,
Usmanpura, Ahmedabad Municipal Corporation,
W.Z. Office, Ahmedabad-380013
d).Bear the following identification:
“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”
e). Indicate the name and address of the bidder.
If the outer envelope is not sealed and marked as above, the Employer will assume no
responsibility for the misplacement or premature opening of the bid.
f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the
g) All The Bid Document Essentially Needs to be Properly binded/steppled
2. Assessment of Submission
2.1 The Employer will open the technical bid of physically submitted document of all the bids received
for the package (except those received late) containing the sealed Tender volume and other
enclosures then announce the names of bidders in the presence of bidders or their representatives
who choose to attend on the date and time mentioned in the NIT In the event of specified date of
bid opening being declared as a holiday for the Employer, the Tender will be opened at the
appointed time and location on the next working day.
2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer
at the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and
validity of EMD furnished with each bid, is valid registration and such other details, as the Employer
may consider appropriate.
2.3 The Employer will determine whether the bid is accompanied by the required EMD.
2.4 If the EMD furnished does not conform to the amount and validity period as specified in the
Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer
as non-responsive and the Tender volume will be returned to the bidder.
2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with
valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the
bid shall be rejected as non-responsive and no further evaluation carried out.
2.6 The tender volume will further be examined to determine whether the bid has been properly
signed, meets the eligibility and qualification criteria, has the required available bid capacity, is
accompanied by the requisite certificates, undertaking and other relevant information specified in
the bid documents and is substantially responsive to the requirement of the bidding documents
and provides any clarification for ascertaining the correctness of the information/details.
2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not
subsequently be made responsive by correction or modification or withdrawal of the
nonconforming deviation or reservation.
3. Evaluation and Comparison of Tender volume
The Employer will evaluate and compare only those Tender volumes which are determined to be
substantially responsive in accordance with Clause 2 and qualified for award of Contract in
accordance with Clause 5 (General Terms and Condition).
4. Procedure for Tender Opening
Received copies of tender in physical form with in schedule time, will be open on schedule date and
time. In the event of specified date of bid opening being declared bidders who qualify the criteria
then bidder bid will be considered for opening of price bid.
5.1 The Employer will award the Contract to the bidder whose bid has been determined to be
substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid
Price, provided that such bidder has been determined to be (i) eligible in accordance with the
provisions of Clause 3(General Terms and Condition); and (ii) qualified in accordance with the
provisions of Clause 5(General Terms and Condition).
6. Notification of Award
6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify
the successful bidder by cable/fax and confirmed by registered letter that his bid has been
accepted. This letter shall name the sum which the Employer will pay the Contractor in
consideration of the execution, completion and maintenance of the Works by the Contractor as
prescribed by the Contract.
6.2 The notification of award will constitute the formation of the Contract.
7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving
letter of Indent. Time limit of work will commence from the date of issue of work order.
8. Clarification of Bids
8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his
discretion, ask any bidder for authentication the correctness of the information/details furnished
by him in his bid. Such request by the Employer and the response by bidder shall be in writing or by
8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid
from the time of bid opening to the time contract is awarded.
8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid
comparison or contract award decisions may result in the rejection of his bid.
9.1 Information relating to the examination, clarification, evaluation and comparison of bids and
recommendations for the award of a contract shall not be disclosed to bidders or any other
persons not officially concerned with such process until the award to the successful bidder has
been announced. Any effort by a bidder to influence the Employer's processing of bids or award
decisions may result in the rejection of his bid.
10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for
itself on its own responsibility all information that may be necessary for preparing the bid and
entering into a contract for construction of the Works. The costs of visiting the Site shall be at the
bidder’s own expense.
10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter
its premises and lands for the purpose of such inspection, but only upon the express condition
that the bidder, its personnel and agents, will release and indemnify the Employer and its
personnel and agents from and against all liability in respect thereof and will be responsible for
death or personal injury, loss of or damage to property and any other loss, damage, costs and
expenses incurred as a result of the inspection.
11.0 Cheklist for submition of Technical Bid.
11.2 valid Registration Copy.
11.3 Valid E.M.D
AHMEDABAD MUNICIPAL CORPORATION
TERMS & CONDITION
( C ) FINACIAL CONDITION
1. Cost and Currencies of Bidding
The bidder shall bear all costs associated with the preparation and submission of his bid and the
Employer will in no case be responsible or liable for those costs.
Currencies of Bid and Payment
The rates and the prices shall be quoted by the bidder entirely in Indian Rupees
All payments including advances, if any, shall be made in Indian Rupees.
2. Earnest Money Deposit :-
2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be
valid for 28 days beyond the validity of the bid.
2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly
as Early as possible as but not later than 28 days after the expiration of the period of bid validity.
2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned
when the bidder has furnished the required performance security and signed the agreement.
2.4 Earnest Money Deposit may be forfeited
a) if the bidder withdraws his bid during the period of bid validity;
b) in the case of a successful bidder, if the bidder fails within the specified time limit to
i) Furnish the required Performance Security or
ii) Sign the Agreement.
3. (A) Security Deposit :-
Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful
bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.
Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%
(five percent) of the Contract Price .
Failure of the same shall make the contractor liable for any penalty as decided by AMC. At
present a policy is framed by Audit department of AMC to charge 4% interest for the balance
period and discontinuity period.
The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as
per format shall be issued as per Memorendum of work.
(E) Retention :-
a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released
along with release of payment of Final Bill.
4. Approved Bank: - As per Annexer -I
5. No advance for machinery or materials will be given.
6. Mobilization advance will not be given.
7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the
8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. &
As per AMC Rule
9. Tax, Duties on Materials
All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding
GST) etc. on material procurement or any other component for the works from any source shall be
borne by the contractors.
Special Clause:
As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall
be deducted against works welfare cess.
Seal and Signature of the Bidder Addl. City Engineer
Date: (West Zone)
General terms & conditions
1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any
other state Govt. or institutions. Copy of registration should be attached with tender document.
Tenderer who was not registred in AMC must be get registred in panel of approved AMC contractor.
2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources Department
with the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2
liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.
3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by the
Engineering in charge.
4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean as
reference to the latest edition of the same of force on the date of agreement.
5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific
mention for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.
6. All measurement and computations, unless otherwise specified shall be carried out nearest to
the following limits :-
i) Length, width and depth, Height 0.01 Meter
ii) Areas 0.01 Sq.mts.
iii) Cubic contents 0.01 Cu. mts.
In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall be
7. Definite particulars covered in the items of work, though not mentioned or elucidate in its
specifications shall be deemed to be included therein.
8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall
not absolve the contractor from the responsibility of replacing defective materials brought on site or
materials used in the work found defective at a later date. The contractor shall have no claim to any
payment or compensation whatsoever on account of any such materials being rejected by the Engineer
9. The contractor’s rate for the item of work shall be for the work completed in all respect.
10. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect
before using them in the work.
11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed from
the site of work within 24 hours.
12. All work shall be carried out in a manner as per standard engineering practice.
13. All tools, templates, machinery and equipment for correct execution of the work as well as for checking
lines, levels, alignment of the works & all precautionary measures during execution shall have to be
kept in sufficient numbers and in good working condition at the site of the work. All excavated trench
shall be kept covered with barricade and caution tap.
14. Special modes of the construction not adopted in general Engineering practice, if proposed to be
adopted by the contractor shall be considered only if the contractor provided satisfactory evidence that
such special mode of construction and completion of work to the required strength and quality.
Acceptance of the same by the Engineer in charge shall not however, absolve the contractor from the
responsibility of any adverse effect and concordance of adopting the same in the course of exaction or
completion of the work.
15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor
Mineral Act", and such other laws and rules prescribed by the Government from time to time.
16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian
Standard) shall be taken to engrave the safety of men, materials and machinery on the work and also of
the work itself.
17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of
actual work for which no any claim shall be entertained by A.M.C.
18. Contractor shall have to execute extra item if required or as per need of AMC.
19. The work in general shall be carried out as per standard specifications of the relevant items to be
executed & as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for
20. The general terms & conditions of the contract shall be applicable & shall be binding on the contractor.
The contract agreement shall have to be executed between AMC & the agency to which work is
awarded for execution.
21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned
tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order
shall be issue to contractor and the time limit shall be start from the date of issue of the written work
order to the contractor.
For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned
tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order
shall be issue to contractor and the time limit shall be start from the date of issue of the written work
order to the contractor.
Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand
draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to
sign contract paper with AMC. The contractor shall be fined 4% of interest per year for delay in
submission of S.D and shall be deducted from contractor’s bill.
22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or
His Designeted Officer will be final and binding to the Contractor.
23. The contractor shall take no advantage of any apparent error or omission in drawing or specification
and the Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the
intent of the plants and specifications.
24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.
25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will
be payable by the contractor.
26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.
27. Contractor is requested to see the site physically before tendering. He is also requested to quote the
rates keeping in view of all the points mentioned in relevant pages of tender documents.
28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the
construction of the works and provide a satisfactory supply of potable water for drinking, washing,
sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of
connection, meter installation, water consumed, water required for testing purposes, disconnection
and the laying, maintenances and ultimate removal of any distribution system around the site.
29. Electricity: Electric supply will be made available at the site by the Contractor and the contractor must
make his own arrangements with the Corporation and Electricity Supply Authorities and with other
contractors to connect and to take a supply from such services, paying all costs in connection
The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of
the work and shall pay such charges as is fixed by the appropriate supply Authorities.
In case there is any delay in supply of power site of any interruption or fault in the power during the
work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating
sets etc. as the case may be.
30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria
mentioned above along with the bid. They shall have also to submit the income tax clearance
certificate and solvency certificate.
31. No advance such as secured advance machinery advance, mobilization advance or materials advance
32. The contractor shall get the electrical works executed through the authorized Government approved
licensed electrical person or firm in appropriate category in accordance to contractual provisions.
33. The electrical works shall be carried out strictly in accordance with the directives issued by Engineer in
34. Contractors shall not have any dispute or claim for any kind of compensations
(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total
amount of work increases/ decreases.
(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.
35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the
36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be
rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any
claim to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject
any or all the tenders without assigning any reason thereof.
37. The contractors are requested to quote their rates considering above tender conditions.
38. The contractor shall have to execute the contract agreement after received work order.
Even though in special case, If work is not started because of monsoon or any other special
reason (like site is not available and due to unavoidable circumstances arise), after evaluation of
situation the actual date of starting of work will be consider after approval of Dy.M.C. (West zone)
39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of
40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done
by the contractor.
41. Conditional tenders will not be accepted.
Signature of contractor with seal Additional City Engineer (W.Z)
Date Ahmadabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
ENGGNIERING DEPARTMENT
GENERAL SPECIFICATION
Time limit for the work shall be 12 months after the order to start the works. Progress of work should
be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and
instructions of Add. City Engineer and his order will be considered final.
The contractor shall have to maintain account of steel, cement and other materials that may
be brought by him on site. This account shall be regularly maintained and kept open for inspection by
Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be
made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of
binding vibrator for R.C.C. works if required shall have to be made by the contractor.
The contractor shall be remain responsible for Workmen’s compensation if any accident. The
contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.
He shall be responsible for any damage to public. If any incident happen, during the execution of work.
In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final.
The contractor shall have to give site clean of all rubbish during the work and at the time of completion
of work and hand over the site with final finishing of the work as directed. All the rejected materials
shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart
daily from site.
For mixing mortar either for masonry or for plaster or for any other purpose contractor
shall have to prepare through of bigger size and mix the mortar in the required proportion. In
on case he shall be allowed to mix the mortar either on floor or any finished surfaces. The
contractor shall have to make his own arrangement for water required for the work.
If any extra item crops up during the progress of work the same shall be carried out by the contractor
and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item
is not available in SOR than based on current market rates. In case of extra item decision of Add. City
Engg. shall remain final regarding rate.
If in the interest of the Corporation it is necessary to change either any site or the design of the
propose work the contractor shall carry out the same at his quoted rates without charges any extra
and the contractor will have to carry out the works and he will be paid at the rate quoted by him. No
claim for extra rate for subsequent changes in site and design is entertained.
The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall
have to prepare the measures boxes according to this measure.
Octroi exemption passes shall not be given for any materials required for the work. Contractor will be
fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules
framed the to under.
The tender for the work shall remain open for a period (180) days from the date of opening of the
tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on his
own during the period. If any tenderer withdraw or makes any modifications or addition in the terms
and conditions of his tender not acceptable to the Municipal Corporation the Municipal Corporation
shall without prejudice to any right or remedy be at liberty to forfeit in full the said earnest money and
black list the contractor.
If work is not started within specified time limit the penalty as per rule & tender condition delay of
start shall be recovered separately from the immediate bills payable to the contractor. Contractor has
to make his own arrangement for procurement of steel and cement.
Contractors should note the following conditions carefully:-
v) Conditional tender shall not be accepted.
vi) All tenders are to be submitted in duplicate without which the tenders are liable to be
vii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of
viii) Condition of Form - B1 Standard Specification of material & code of practice will be applicable.
Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of
Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat
Book Depot, Sector-21. Gandhinagar.
CONTRACTOR'SSIGNATURE ADD.CITY ENGINEER
& STAMP (West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS
Name of Work: Maintenance, Repairing, Renovation work for Different Municipal Schools,
Anganwadi, Toilet,Urinal & Municipal Garden and Other Municipal Buildings in Ranip ward at
Excavation for foundation upto 1.5 M depth including sorting out and stacking useful
materials disposing of the excavated stuff upto 50 meter lead in loose or soft soil.
Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such
ordinary excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this
Clearing the site :
The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials
and rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained
shall be property of the Government and be conveyed and stacked as directed. within 50 M. lead. The
roots of the trees coming in the sides shall be cut and coated with a hot asphalt.
The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be
After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall
assume full responsibility for alignment, elevation and dimension of each and all parts of the work.
Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench
marks and shall maintain them as long as required and directed.
The excavation in foundation shall be carried out in true line and level and shall have the width and
depth as shown in the drawings or as directed. The contractor shall do the necessary shoring and
shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such
precautionary measures shall be paid separately if not specified. The bottom of the excavated area shall
be 1 evened both longitudinally and transversely. as directed by removing and watering as required. No
earth filling will be allowed for bringing it to level, if mistake or any other reason excavation is made.
deeper or wider that shown on the plan or directed. The extra depth or width shall be made up with
concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The
excavation up to 1.5 m. depth shall be measured under this item.
Disposal of the excavated stud :
The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the
ground in layer including ramming and watering etc.
The balance of the excavated quantity shall be removed by the contractor from the site of work to a
place as directed with lead upped 50 M. and all lift.
Mode of measurement and payment :
The measurement of excavation in trenches for foundation shall be made according to the sections of
trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be
made for surplus excavation made in excess of above requirements or due to slopping and sloping back
as found necessary on account of conditions of soil , and requirements of safety.
The rate shall be for a unit of one cubic meter.
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of
useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum
The rate shall be for a unit of one cubic meter.
Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering
The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in depth and water
thoroughly after each layer and shall be properly consolidated with rammers so that no hollow voids
remain there. In general the work shall be carried out in the best manner so that no hollow voids remain
after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
filling in plinth with sand under floors including watering, ramming consolidated and dressing
Sand shall conform to M.
The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of earth
shall be broken.
As soon as the work in foundation has been completed and measured, the site of foundation shall be
cleared of all debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding 20 Cms.
Each layer shall be adequately watered rammed and consolidated before the succeeding layer is laid.
The sand shall be rammed with iron rammers where feasible and with the butt ends of crow-bars, where
rammer cannot be used.
The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered and
consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level, the surface
shall be flooded with water for at least 24 hours and allowed to dry and then rammed and consolidated.
The finished level of filling shall be kept to shape intended to be given to floor.
In case of large heavy duty flooring like factory flooring, the consolidation may be done by power rollers,
where so specified. The extent of consolidation required shall also be as specified.
Mode of measurement and payment :
The payment shall be made for filling in plinth and trenches, No deduction shall be made for
shrinkage or voids if consolidated as instructed above
The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth
The rate shall be for a unit of one cubic meter.
Filling in foundation and plinth with murrum or selected soil in layers of 20 cm. thickness
including watering, ramming and consolidating etc. Complete
Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding 20 cms.
in depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no
hollow voids remain there. In general the work shall be carried out in the best manner so that no hollow
voids remain after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken stone
aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and
Plinth (upto 10 ton)
Providing and laying cement concrete1:4:8 (1-Cement: 4-coarses and:8-hand broken stone aggregates 40mm
nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton)
Providing and laying cement concrete1:3:6(1-Cement:3-coarse sand:6-hand broken stone
aggregates 40mm nominalsize) and curing complete excluding cost of formworkin(A)Foundation
and Plinth (upto 10 ton)
Providing and laying cement concrete 1:3:6 (1-Cement:3-coarse sand:6-hand broken stone aggregates 20mm
nominal size) and curing complete including cost of formwork in (A) wall caps/ coping (upto 10 ton)
Providing and laying cement concrete work 1:2:4 ((1-Cement:2-coarse sand:4-graded aggregates
20mm nominal size) curing complete excluding cost of formwork and reinforcement ( up to {(a) to
Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates
mm nominal size) for reinforced concrete chhajjas not exceeding 10 cm. thickness upto floors
two level including finishing the exposed surfaces with cement mortar 1:3 (1 cement : 3 find
sand) to give a smooth and even surface centering and form work and curing complete excluding
cost of reinforcement.
1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-
6, Grit shall conform to M-8 Graded stone aggregate 20 mm nominal size shall conform to M-12.
2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the
concrete mix shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm
nominal size) by volume. Concrete work shall have exposed concrete surface or as specified in
2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I.S Correspond
approximately to 1:3:6, 1:2:4, 1 1/2 :3 and 1:1:2 nominal mix of ordinary concrete by volume
2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. by weight
(0.0342 Cu. M) for different proportions of mix shall be as under:
Grade of Total quantity of dry Proportion of fine Quantity of
aggregate by volume aggregate to coarse water per
Concrete per 50 Kgs, of cement aggregate 50 Kgs. of
to be taken as the cement
sum of individual maximum.
volume of fine and
coarse aggregates,
M-100 (1:3:6) 300 Liters Generally 1:2 for fine 34 Liters
aggregate by volume but
M-150 (1:2:4) 220 ” subject to and upper 32 “
limit of 1:1/2 and lower
2.4 The water cement ratios shall not more than those specified in the above table. The cement
content of the mix specified in the Table shall be increased if the quantity of water in a mix has to
be increased to overcome the difficulties of placement and compaction so that the water cement
ratio specified in the Table is not exceeded.
2.5 Work ability of the concrete shall be controlled by maintaining a water cement ratio that is bound
to give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty
with the means available.
2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified
but in no case greater than surround all reinforcement thoroughly and to fill the corners of the
2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20mm are generally
considered satisfactory.
2.8 For heavily reinforced concrete members as in the case of ribs of main beams the nominal
maximum size of coarse aggregate should usually be restricted to 5 mm less than the minimum
clear distance between the main bars, or 5 mm less than the minimum cover to the
reinforcement whichever is smaller.
2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate
may not be important and the nominal maximum size may sometimes be as greater than the
2.10 Admixture may used in concrete only with approval of Engineer-in-charge based upon the
evidence that with the passage of time, neither the compressive strength of concrete is reduced
nor are other requisite qualities of concrete and steel impaired by the use of such admixtures.
3.0 Workmanship:
3.1 Proportioning: Proportioning shall be done by volume, except cement which shall be measured
in terms of bags of 50 Kg. weight. The volume of one such bag being taken as 0.0342 Cu.
Meter. Boxes of suitable sizes shall be used for measuring sand aggregate. The size of the
boxes (internal) shall be 35 cms x 25 cms. and 40 cms deep. White measuring the aggregate
and sand, the box shall be filled without shaking ramming or hammering. The proportioning of
sand shall be on the basis of its dry volume and in case of damp sand, allowances for bulkage
3.2.1 For all work, concrete shall be mixed in a mechanical mixer which along with other accessories
shall be kept in first class working condition and so maintained throughout the construction.
Measured quantity of aggregate, sand, cement required for each batch shall be poured into the
drum of the mechanical mixer while it is continuously running. After about half a minute of dry
mixing, measured quantity of water required for each batch of concrete mix shall be added
gradually and mixing continued for another one and half a minute. Mixing shall be continued till
materials are uniformly distributed and uniform color of the entire mass is obtained and each
individual particle of the coarse aggregate shows complete coating of mortar containing its
proportionate amount of cement. In no case shall the mixing be done for less than 2 minutes
after all ingredients have been put into the mixer.
3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other
reasons, it shall be done on the smooth watertight platform large enough to allow efficient
turning over the ingredients of concrete before and after adding water. Mixing platform shall be
so arranged that no foreign material gets mixed with concrete nor does the mixing water flow
out. Cement in required number of bags shall be placed in a uniform layer on top of the
measured quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform
thickness on the mixing platform. Dry coarse and fine aggregate and cement shall then be mixed
thoroughly by turning over to get a mixture to uniform color. Specified quantity of water shall then
be added gradually through a rose-can and the mass turned over till a mix of required
consistency is obtained. In hand mixing quantity of cement shall be increased by 10 percent
above that specified.
3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before
putting in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of
concrete from the mixture shall contain only two thirds of normal quantity of coarse aggregate.
Mixing plant shall be thoroughly cleaned before changing from one type of cement to another.
3.3 Consistency :
3.3.1 The degree of consistency which shall depend upon the nature of the work and methods of
vibration of concrete, shall be determined by regular slump tests in accordance with I.S. 1199-
1959. The slump of 10mm to 25mm. shall be adopted when vibrators are used and 80mm when
vibrators are not used.
3.4 Inspection:
3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms
to permit him to inspect and accept the false work and forms as to their strength, alignment, and
general fitness but such inspection shall not relieve the contractor of his responsibility for the
safety of men, machinery, materials and for results obtained. Immediately before concreting, all
forms shall be thoroughly cleaned.
3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One
carpenter with helper shall invariably be kept present throughout the period of concreting.
Movement of labour and other persons shall be totally prohibited for reinforcement laid in
position. for access to different parts, suitable mobile platforms shall be provided so that steel
reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of suitable
size shall be provided so that steel reinforcement in position is not disturbed. For ensuring
proper cover, mortar blocks of suitable size shall be cast and tied to the reinforcement. Timber
kapachi or metal pieces shall not be used for this purpose.
3.5 Transporting and laying:
3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so
transported and placed that no contemination, segregation or loss of its constituent material
All form wok shall be cleaned and made free from standing water, dust, show or ice immediately
before placing of concrete.
No concrete shall be placed in any part of the structure until the approval of the Engineer-in-
charge has been obtained.
3.5.2 Concreting shall proceed continuously over the area between construction joints. Fresh concrete
shall not be placed against concrete which has been in position for more than 30 minutes unless
a proper construction joint is formed. Concrete shall compacted in its final position within
minutes of its discharge from the mixer. Except where otherwise agreed to by the Engineer-in-
charge concrete shall be deposited n horizontal layers to a compacted depth of not more than
0.45 meter when internal vibrators are used and not exceeding 0.30 meter in all other cases.
3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place
from a height exceeding 2 meters. When trunking or chutes are used they shall be kept close
and used in such a way as to avoid segregation. When concreting has to be resumed on a
surface which has hardened, it shall be roughened, swept clean, thoroughly wetted and covered
with a 13 mm thick layer of mortar composed of cement and sand in the same ratio as in the
concrete mix itself. This 13 mm layer of mortar shall be freshly mixed and placed immediately
before placing of new concrete. Where concrete has not fully hardened, all laitance shall be
removed by scrubbing the wet surface with wire or bristle brushes, care being taken to avoid
dislodgment of any particles of coarse aggregate. The surface shall then be thoroughly wetted,
all free water removed and then coated with neat cement grout. The first layer of concrete to be
placed on this surface shall not exceed 150 mm in thickness and shall be well rammed against
old work particular attention being given to corners and close spots.
3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of
vibrators, unless, otherwise permitted by the Engineer-in-charge for exceptional cases, such as
concreting under water, where vibrators cannot be used. Sufficient vibrators in serviceable
condition shall be kept at site so that spare equipment is always available in the event of
Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse
aggregate and begins to cream up to form an even surface. Compaction shall be completed
before the initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During
compaction, it shall be observed that needle vibrators are not applied on reinforcement which is
likely to destroy the bond between concrete and reinforcement.
3.6 Curing: Immediately after compaction, concrete shall be protected from weather including rain,
running water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process.
It shall be covered with wet sacking, hassain or other similar absorbant material approved, soon
after the initial set and shall be kept continuously wet for a period of not less than 14 days from
the date of placement. Masonary work over foundation concrete may be started after 48 hours of
its laying but curing of concrete shall be continued for a minimum period of 14 days.
3.7 Sampling and Testing of concrete:
3.7.1 Samples from fresh concrete shall be taken as per I.S. 1199-1959 and cubes shall be made,
cured and tested at 7 days or 28 days as per requirements in accordance with I.S. 516-1959. A
random sampling procedure shall be adopted to ensure that each concrete batch shall have a
reasonable chance of being tested i.e. the sampling should be spread over the entire period of
concreting and cover all mixing units. The minimum frequency of sampling of concrete of each
grade shall be in accordance with following:
Quantity of concrete No. of Quantity of concrete in No. of samples
in the work samples the works
51 and above 4+ one additional for each additional 50 M. or part thereof.
NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from
each sample, five for testing at 7 days and the remaining five at 28 days. The samples of
concrete shall be taken on each day of the concreting as per above frequency. The number of
specimens may be suitably increased as deemed necessary by the Engineer-in-charge when
procedure of tests given above reveals a poor quality of concrete and in other special cases.
3.7.2 The average strength of the group of cubes cast for each day shall not be less than the specified
cube strength of 150 Kg/Cm at 28 days. 20% of the cubes cast for each day may have value
less than the specified strength provided the lowest value is not less than 85% of the specified
strength. If the concrete made in accordance with the proportions given for a particular grade,
does not yield the specified strength; such concrete shall be classified as belonging to the
appropriate lower grade. Concrete made in accordance with the proportions given for a
particular grade shall not, however, be placed in a higher grade on the ground that the test
strength are higher than the minimum specified.
3.8.1 The Engineer-in-charge shall be informed in advance by the contractor of his intention to strike
the form work. While fixing the time for removal of form work, due consideration shall be given to
local conditions, character for the structure, the weather and other condition that influence the
setting of concrete and of the materials used in the mix. In normal circumstances (generally
where temperatures are above 20 C) and where ordinary concrete is used, forms may be struck
after expiry of periods specified in item No 9.1(A) for respective item of form work.
3.8.2 All form work shall be removed without causing any shock or vibration as would damage the
concrete. Before the soffit and struts are removed, the concrete surface shall be exposed, where
necessary in order to ascertain that the concrete has sufficiently hardened. Centering shall be
gradually and uniformly lowered in such manner as to permit the concrete to take stresses due
to its own weight uniformly and gradually. Where internal metal ties are permitted, the or their
removable parts shall be extracted without causing any damage to the concrete and remaining
holes filled with mortar. No permanently embedded metal part shall have less than 25 mm cover
to the finished concrete surface. Where it is intended to re-use the form work, it shall be cleaned
and made good to the satisfaction of the Engineer-in-charge. After removal of form work and
shuttering, the Executive Engineer shall inspect the work and satisfy by random checks that
concrete produced is of good quality.
3.8.3 Immediately after the removal of forms, all exposed bolts etc., passing through the cement
concrete member and used for shuttering or any other purpose shall be cut inside the cement
concrete member to a depth of at least 25 mm below the surface of the concrete and the
resulting holes be filled by cement mortar. All fine caused by form joints, all cavities produced by
the removal of form ties and all other holes and depressions honeycomb spots, broken edges or
corners and other defects shall be thoroughly cleaned, saturated with water and carefully
pointed and rendered true with mortar of cement and fine aggregate mixed in the proportions
used in the grade of concrete that is being finished and of as dry consistency as is possible to
use. Considerable pressure shall be applied in filling and pointing to ensure thorough filling in all
voids. Surfaces which are pointed shall be kept most for a period of 25 hours.
If rock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or
character as to effect the strength of the structure materially or to endanger the life of the steel
reinforcement, he may declare the concrete defective and require the removal and replacement
of the portion of the structure affected.
4.0 Mode of measurement and payment:
4.1 The consolidated cubical contents of concrete work as specified in item shall be measured. The
concrete laid in excess of section shown on drawings or as directed shall not be measured. No
deduction shall be made for –
(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses,
corbels and steps etc. up to 500 Sq. Cm. in section.
(b) Opening up to 0.1 Sq. M.
4.2 The rate includes cost of all materials, labour, tools and plant required for mixing, placing in
position, vibrating and compacting, finishing, as directed, curing and all other incidental
expenses for producing concrete of specified strength. The rate excludes the cost of form work.
4.3 The rate shall be for a unit of one cubic meter.
5.4.1 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and curing complete excluding cost of form work and
reinforcement for reinforced concrete work in :
(A) Foundation footing, base of columns and mass (B) Slabs, landings, shelves, balconies, internals
beams girders and cantilever up to floor two level (C) Columns, pillars, posts and struts up to
floor two level (D) Staircase up to floor two level (E) Vertical and horizontal fins up to floor two
1.0 Materials & Workmanship
1.1 The relevant specification of item No. 5.3.13 shall be followed except that the work shall be
carried out for reinforced concrete work for work as specified in item 1.2. In addition, the
following stipulations shall be followed for :
(a) The bars shall be kept in position by the following methods:
(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement
mortar 1:2 (1 cement : 2 coarse sand) about 4 cms x 4 cms section and of thickness equal to the
specified cover shall be placed between the bars and shuttering as to secure and maintain the
requisite cover of concrete over the reinforcement.
In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be
held in position by introducing chain spacers or supports bars at 1.0 to 1.2 meters centers.
(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes
with slotes accurately out in them. The temphtes shall be removed after concreting has been
done below it. The bars may also be suitably tied by means of annealed steel wires to the
shuttering to maintain their position during concreting.
1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are
to be attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if
the bars are not likely to be incorporated with succeeding mass of concrete within the following
10 days. This coat of thin neat cement shall be removed before concreting.
2.0 Mode of measurement and payment:
2.1 Relevant specifications of item No. 5.3.13 shall be followed.
2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.
2.3 The rate shall be for a unit of one cubic meter.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching
plant and transported to site of work intransit mixer for a lead up to 10 kms having continuous
agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete
work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of
centering shuttering finishing and reinforcement including cost of admixtures in recommended
proportions as per IS:9103 to accelerate/ retard setting of concrete, improve work ability without
impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min
cement level as per latest IS456 shall be maintained) (Cement level 320 kg )The earth obtained from
excavation shall be filled in layers not exceeding 20 cms. in depth and water thoroughly after each
layer and shall be properly consolidated with rammers so that no hollow voids remain there. In
general the work shall be carried out in the best manner so that no hollow voids remain after work.
Workmanship in general confirm to C –2.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including pumping
of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and
reinforcement including cost of admixtures in recommended proportions as per IS:9103 to accelerate/
retard setting of concrete, improve work ability without impairing strength and durability as per direction of
theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained)
(Cement level 320 kg )The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in
depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no
hollow voids remain there. In general the work shall be carried out in the best manner so that no hollow
voids remain after work. Workmanship in general confirm to C –2.
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,
improve work ability without impairing strength and durability as per direction of theEngineer-in-
charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level
Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing
and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as
per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be
maintained) (Cement level 400 kg )
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
conctere work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,
excluding the cost of centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,
improve work ability without impairing strength and durability as per direction of theEngineer-in-
charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere
work, using cement content as per approved Design Mix manufactured in fully automatic batching plant
and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing
and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to
accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as
per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be
maintained) (Cement level 450 kg )
Mode of Measurement shall be on cubic meter basis.
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS
shall be maintained) (Cement level 475 kg )
Providing and laying in position Ready Mixed M-350 grade concrete for reinforced cement
conctere work , using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of
laying, excluding the cost of centering shuttering finishing and reinforcement including
cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456shall
be maintained) (Cement level 500 kg )
Materials & Workmanship :
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform
to M-8. Coarse aggregate shall conform M-12 B.
The proportioning of cement and aggregates shall be done by weight and necessary precautions shall
be taken in the production to ensure that the required work cube strength is attained and maintained.
The controlled concrete shall be in grades of M-100, M-150, M-200, M-250, M-300, M-350, M-400, with
prefix controlled added to it. The letter ‘M’ refers to mix and numbers specify 28 days works cube
compressive strength of 150 mm cubes of the mix expressed in Kg. / Cmt.
The proportion of cement, sand and coarse aggregates shall be determined by weight. the weight batch
machine shall be used for maintaining proper control over the proportion of aggregates as per mix
The strength requirements of different grades of concrete shall be as under:
Grade of Concrete Compressive strength of 15 cms 28 cubes in Kg./Cmt. at with I.S.
days conducted in accordance 516-1959
Preliminary test Work test
In all cases, the 28 days compressive strength specified in above table above be the criteria for
acceptance or rejection of the concrete
Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two
grades specified in the above table such concrete shall be classified in for all purposes as concrete
belonging to the lower of the two grades between which its strength lies.
The proportions for ingredients chosen shall be such that concrete has adequate workability for
conditions prevailing on the work in question and can be properly compacted with means available
except where it can be shown to the satisfaction of the Engineer-in-charge, that the supply of properly
graded aggregate of uniform quality can be maintained till the completion of work. Grading of aggregate
shall be controlled by obtaining the coarse aggregates, in different sizes and being in them in the right
proportions as required. Aggregate of different sizes shall be stocked in separate stock piles. The
required quantity of material shall be stock piled several hours, preferably a day before use. The grading
of coarse and fine aggregate shall be checked as frequently as possible, the frequency for a given job
being determined by the Engineer-in-charge to ensure that the suppliers are maintaining the uniform
grading as approved for samples used in the preliminary tests.
In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight.
Where the weight of cement is determined by accepting the maker’s weight per bag a reasonable
number of bags shall be weighted separately to check the net weight. Water shall either be measured by
volume in calibrated tanks or weighed. All measuring equipments shall be maintained in clean and
serviceable condition. Their accuracy shall be periodically checked.
In is most important to keep the specified water cement ratio constant and at its correct value. To this
end, moisture content in both fine and coarse aggregates shall be determined by the Engineer-in-charge,
according to the weather conditions. The amount of mixing water shall then be adjusted to compensate
for variations in the moisture content. For the determination of moisture content in the aggregates, I.S.
2389(Part III) shall be referred to. Suitable adjustments shall also be made in the weights of aggregates
due to variation in their moisture content. Minimum quantity of cement to be used in concrete shall not be
less than 220 Kgs./M 3 in plain concrete and not less than 250 Kg/M3 in reinforced concrete.
Mode of measurement and payment:
The consolidated cubical contents of concrete work as specified in item shall be measured. The concrete
laid in excess of section shown on drawings or as directed shall not be measured. No deduction shall be
Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purline trusses, corbels and
steps etc. up to 500 Sq. Cm. in section.
Opening up to 0.1 Sq. M.
The rate includes cost of all materials, labour, tools and plant required for mixing, placing in position,
vibrating and compacting, finishing, as directed, curing and all other incidental expenses for producing
concrete of specified strength. The rate excludes the cost of form work.
Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and
curing complete, excluding the cost of form work and reinforcement for reinforced
concrete work in:
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the
cost of form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having
more than 13 cm and upto 15 cm.thickness
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone
aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the cost of
form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm
and upto 15 cm.thickness
Mode of Measurement shall be on cubic meter basis.
Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-
graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc.
complete including the cost of form work but excluding the cost of reinforsement for R.C.C
work in (iv) Slabs having more than 8 cm and upto 10 cm.thickness
Mode of Measurement shall be on cubic meter basis.
Item No. 16(A) :
Brick work using common burnt clay building bricks having crushing strength not less than
35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B)
Conventional (upto 10 ton)
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick
shall conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before
use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of
through wetting of bricks.
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except
when necessary to complete to bond; closer in such case shall be cut to required size and used near the
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall
first be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side
face shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of
course, the vertical joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint
shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other.
The thickness of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s
sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for
frequent checking during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected
brick work shall be kept not more than one meter over the rest of the work. Where this is not possible,
the work shall be raked back according to bond (and not left toothed) at an angle not steeper than
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in
wall shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed
mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,
when the mortar is still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a
period seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the
top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for
the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush
with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the
thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to
plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.
Battered, tapered and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding
in masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area
does not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed
Cms. and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.
for concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Brick work using common burnt clay building bricks having crushing strength
not less than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6
- fine sand) B) Modular
Extra for brickwork in super structure above plinth level upto floor two level (B) Conventional
Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick
shall conform to M-15 Cement mortar shall conform to M-11.
The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.
Wetting of bricks:
The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before
use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of
through wetting of bricks.
Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except
when necessary to complete to bond; closer in such case shall be cut to required size and used near the
A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first
be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face
shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of course,
the vertical joints shall be fully filled form the top with mortar.
The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint
shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The
thickness of brick course shall be kept uniform.
The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s
sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent
checking during the progress of work.
Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected
brick work shall be kept not more than one meter over the rest of the work. Where this is not possible, the
work shall be raked back according to bond (and not left toothed) at an angle not steeper than
All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in
wall shall be embedded in cement mortar.
Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed
mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,
when the mortar is still green so as to provide key for plaster or pointing to done.
The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping
Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a
period seven days. The top of masonry work shall be kept well wetted at the close of the day
Preparation of foundation bed:
If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose
materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the
top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for
the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush
with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the
thickness of the flooring.
Mode of measurements and payment:
The measurements of this item shall be taken for the brick masonry fully completed in foundation up to
plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.
Battered, tapered and curved portions shall be measured net.
No deduction shall be made from the quantity of brick work nor any extra payment made for embedding
in masonry or making holes in respect of following items:
Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional
area does not exceed 500 Sq. cm.
Opening not exceeding 1000 Sq. cm.
Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed
Cms. and the bearing does not extend to the full thickness of wall.
Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.
Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.
for concealed wiring.
Forming chases of section not exceeding 350 Sq. Cm. in masonry.
Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,
throating and making Arches over the aperture be paid for separately.
The rate shall be for a unit of one cubic meter.
Half brick masonry in common brunt clay building bricks having crushing strength not less than
35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth
conventional brickwork (up to 10 ton)
The rate shall be for a unit of Sq. Mt.
Extra for half brick masonry in super structure above plinth level upto floor two level (B)
Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand
shall conform to M-6. Cement mortar shall conform to M-11.
Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No.
7 except the brick work of half bricks shall be carried out.
Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by
All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall
shall be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly
vertical. The bricks shall be laid with frogs upwards. A set of masons tools shall be maintained on work
as required for frequent checking.
Mode of measurement and payment:
The half brick masonry work in foundation and plinth shall be measured under this item, the limiting
dimensions shall not exceed those shown in the plan or as directed. Any work done extra over the
specified dimensions shall be ignored.
The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete
unit of approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
3000 mm/ 3300 mm in legth made from of controlled cement concrete M20 having cube
compressive strength not less than 20 MP a jointing with high strength & tensile adhesion non-
shrink cementitious joint compound /P.U. Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not
less than 20 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound
/P.U. Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete
unit of approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
3000 mm/ 3300 mm in legth made from of controlled cement concrete M20 having cube
compressive strength not less than 20MP a jointing with high strength & tensile adhesion non-
shrink cementitious joint compound/ P.U.Foam. (Plaster not required)
Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not
less than 20MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/
P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive
strength not less than 35 MP a jointing with high strength & tensile adhesion non-shrink
cementitious joint compound/ P.U.Foam. (Plaster not required)
Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not
less than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/
P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/
mm/ 3300 mm in legth made from of controlled cement concrete M35 having cube compressive
strength not less than 35 MP a jointing with high strength & tensile adhesion non-shrink
cementitious joint compound /P.U.Foam. (Plaster not required)
Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of
approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/
3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not
less than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound
/P.U.Foam. (Plaster not required)
The rate shall be for a unit of Sq. Mt.
Providing form work of ordinary timber planking so as to give a rough finish including centering
shuttering, strutting and propping etc. height of propping and centering below supporting floor
to celling not exceeding 4 m. and removal of the same for in site reinforced concrete and plain
concrete work in foundations, footing, bases of columns, and mass concrete. ( up a to h)
The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.
The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not
be less than that assumed in the design.
The form work shall conform to the shape lines and dimension as shown on the plans and be so
constructed as to remain sufficiently rigid during the placing and compacting of the concrete. Adequate
arrangements shall be made by the contractor to safe guard against any settlement of the form work
during the course of concreting and after concreting. The form work of shuttering, centering, scaffolding
bracing etc shall be as per design.
Cleaning & Treatment of forms:
All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form
before the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly
wetted or treated. The surface shall be then coated with soap solution applied before concreting is done.
Soap solution for the purpose shall be prepared by dissolving yellow soap in water to get consistency of
paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture may be applied in case
steel shuttering is used. Soap solution or raw linseed oil shall be applied after thoroughly cleaning the
surface. Care shall be taken that the coating does not get on construction joint surface and
reinforcement bars.
Stripping time:
In normal circumstances and where ordinary cement is used forms may be struck after expiry of
following periods:
Sides of walls columns and vertical faces of beam 24 to 48 hours.
Beams soffits (Props left under) 7 days.
Removal of props slabs
(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days
Removal of props to beams and arches
(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days
Procedure when removing the form work:
All form work shall be removed without such shock or vibration as would damage the reinforced concrete
surface. Before the soffits form work and struts are removed, the soffits and the concrete surface shall
be exposed where necessary in order to ascertain that the concrete has sufficiently hardened.
The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute
safely of the form work and concrete work before, during and after pouring concrete. Watch should be
kept to see that behavior of centering and form work is satisfactory during concreting. Erection should
also be such that it would allow removal of forms in proper sequence without damaging either the
concrete or the forms to be removed.
The props of centering shall be provided on firm foundation or base of sufficient strength to carry the
loads without any settlement.
The centering and form work shall be inspected and approved by the Engineer-in-charge before
concreting. But this will not relieve the contractor of his responsibility for strength, adequacy and safety
of form work and centering. If there is a failure of form work or centering, contractor shall be responsible
for the damages to the work, injury to life and damage to property.
All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be
provided and removed on completion work by contractor at his own expense. The scaffolding, hoisting
arrangements and ladders etc. shall be strong enough to with stand all live, dead and impact loads
expected to act and shall be subject to the approval of the Engineer-in-charge. However, contractor shall
be solely responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman
The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford
easy inspection.
The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost
of materials and labour for various operations involved such as:
Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering
propping, bolting, nailing, wedging, easing, striking and removal.
Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams,
columns and the like.
Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.
Dressing with oil to prevent adhesion of concrete with shuttering, and
Raking or circular cutting.
Rate shall be paid in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including
anodised alluminium butt hinges with necessary screws.
(A) Indian Teak Wood (ii) Fully Glazed. (upto 10 ton)
(B) Indian Teak Wood (iii) Partly panelled and partly glazed. (upto 10 ton)
(C) Indian Teak Wood (iii) Partly panelled and partly glazed.
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including
black enamelled M.S.butt hinges with necessary screws..
(A) Indian teak wood. (i) Fully Panelled.(upto 10 ton)
(B) Indian teak wood. (ii) Fully Glazed.(upto 10 ton)
(C) Indian teak wood. (iii) Partly panelled and partly glazed. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for Doors
windows and clear story windows including anodised alluminium But hinges with necessary
screws and indian teak wood shutters with.
(A) Plywood sheet panels. (upto 10 ton)
(B) Particle board panels (upto 10 ton)
(C) Hard board panels. (upto 10 ton)
(D) Asbestos sheet panels. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S.
butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)(a to b)
Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S. butt hinges
with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to
fames with screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid
separately) (upto 10 ton)
Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames with
screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately) (upto
Item should be executed as per site require ements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing in partitions 4 mm thick medium hard board of approved quality including
fixing to fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be
paid separately) (upto 10 ton)
Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to
fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at
suitable distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto
25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at suitable
distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at
suitable distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto
40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable
distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden
frames of windows and clerestory windows.(upto10 ton)
Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of
windows and clerestory windows.(upto10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Kg.
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S.
flats at required spacings and frame alround, square or round bars with round headed bolts and
nuts or by screws (A) Plain Grill. (upto 10 ton)
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at
required spacings and frame alround, square or round bars with round headed bolts and nuts or by
screws (A) Plain Grill. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Kg.
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.
x 7 cm. size including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x 7 cm.
size including 3 coats of oil pa inting to wood work etc.complete. (upto 10 ton)
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame
cm.x7 cm. size including 3 coats of oil painting to wood work etc.complete.with wooden louvers
plank 12mm thick (upto 10 ton)
Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.x7 cm.
size including 3 coats of oil painting to wood work etc.complete.with wooden louvers plank 12mm thick
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including
Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and
fastenings including primer coat of approved quality and two coats of oil painting etc,
complete.(ii) Fully Panelled.
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including Indian
teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including
primer coat of approved quality and two coats of oil painting etc, complete.(ii) Fully Panelled.
Item should be executed as per site requirements amd instructions given by Engg-In-Charge.
Mode of payment shall be in Sq.m
Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including
Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and
fastenings including primer coat of approved quality and two coats of oil painting etc,
complete.(ii) Fully Panelled.
Wood for shutter shall conform to M-29 (2) Anodised aluminium butt hinges shall conform to M-43.
Workmanship: The item covers the requirement of preparation of shutters for doors, windows,
clerestory windows, their supply and fixing.
Panelled shutters shall be constructed in the form of timber frame work of styles and rails with panel,
inserted of type as specified in the detailed drawings. Panel shall be fixed by providing grooves in the
style and rails. The styles and rails shall be joined to each other by mortise and tenon joints at right
All members of the shutters shall be straight without any warp or how and shall have smooth, well planed
faces at right angles to angles to each other.
The size of styles and rails shall be as per drawing or as directed. Styles and rails of shutters shall be
made of one piece only.
Timber paneling:
Thickness of the panel shall be as specified in the item as shown in the drawing or as directed. If
the panel is made from more than one piece, the pieces shall be finished as shown in the detailed
drawings and shall be joined with continuous groove with specified size. The end pieces of the panel and
the top and bottom of the panel shall be provided with continuous tongue to frame into groove of the
frame shutter. An air space of 1.5 mm shall be left in the groove of frame shutter while fixing the panels
The faces of the panel as well as various pieces of the panel shall be closely fitted to the size of the
Finishing of the corners of raised panel edges shall be done as shown in drawings or as directed.
Fixtures & Fastenings:
The rate shall include anodised aluminium butt hinges including fixing with iron screws. The size and
number of hinges shall b as per table given in annexure-1.
Mode of measurements and payment:
The rate for shutter includes cost of providing block and clear for keeping the shutter in open
position as directed.
The dimension of the shutter shall be measured clear size of the shutter in close position
between the grooves of the frame.
The rate shall be for a unit of one sq. meter.
(A) (II)Providing and fixing 35 mm thick fully glazed shutters for doors, windowsand clerestory
windows including anodised aluminium butt hinges with necessary streces, Indian Teak
Materials: Teak wood shall conform to M-29. Glass shall conform to M-38. Anodised aluminium butt
hinges shall conform to M-43.
The relevant specifications of item No. 10.12(A) I shall be followed except that the 35 mm thick
shutters fully glazed for doors, windows and clerelstory windows including aluminium butt hinges with
necessary screws.
The glass panels shall be embodied in putty and secured to the rebate by wooden beds or
mouldings shape and size as approved with counter sunk screws of suitable size.
The glass panel shall be properly cut to fit the rebates of the frames and sashes fully with a light
minus margin of about 1.5 mm on all sides. Before glazing the frame shall be primed and prepared for
painting so that wood may not draw oil out of putty.
The rebate shall be putted to an extent to provide bedding all round the glass.
The glass shall then be bedded in putty and fitted to frames with wooden beads or mouldings as
directed and secured with counter sunk screw. The screw shall be spaced not more than 10 mm form
each corner and not more than 200 mm apart.
The size of the rebate in the frame and size and shape of beads or moulding shall be as per
detailed drawings or as directed. The beds or mouldings shall have mitered corners.
Mode of measurement and payment:
The relevant specifications of item No. 10.12(A)(I) I shall be followed.
The rate shall be for a unit of one sq. meter.
A) (III)Providing and fixing 35 mm thick partly panelled and partly glazedshutters, or doors,
windows including anodized aluminium butt hinges with necessary screws, Indian teak
Materials: Teak wood shall conform to M-29. Glass shall conform to M-38. Anodised aluminium butt
hinges shall conform to M-43.
Workmanship: The relevant specifications of item No. 10.12(A) (I) and 10.12(A)(II) shall be followed
except that the 35 mm thick shutters shall be partly panelled and partly glazed for door windows,
clerestory windows etc., as per drawings.
Mode of measurement and payment:
The relevant specifications of item No. 10.12(A)(I) shall be followed. Teak wood incl.Brass fixtures and
S.S.Hingers as approved by Engg.in charge.
The rate shall be for a unit one sq. meter.
Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER
consisting of frame made out of M.S.tubes of 19 gauge thickness and size of 19 mm x 19 mm for
stiles and 15 mm x 15 mm for to p and bottom rails. M.S. frames hall have a coat of steel primers
of approved make and manufacture, M.S. frames hall be covered with 5 mm thick heat moulded
PVC ‘C’ channel of size 30 x 50 mm formings tiles, and 5 mm thick 75 mm wide PVC sheets for to
prail, lock rail and bottom rail on either side, and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC
sheet as gap insert for to p rail and bottom rail, Panelling of 5 stiles and rails with 30 mm wide x
mm thick PVC sheet beading on eighter side, and joined together with solventcement adhesive,.
An additional 5 mm thick PVC strip of 20 mm width is to be stculkon the interiors ide of the ‘c’
channel using PVC solventcement adhesive etc. complete as per direction of Engineer incharge,
manufacture’s specification and drawing.
PVC doors shall be provided with EZ-7 section doorframe as mentioned in the item description. The
size of the door shall be as per the drawing. The overall thickness of PVC doors shall be 24 mm.
The aluminium fixtures and fastenings shall be fixed to the shutters as directed by the engineer-in-
The doors shall be of Sintex or any other approved make.
The holes for the hardware to be fitted shall be marked first on the door (for hinges, handle, tower
bolt, aldrop etc.); pilot holes of 3 mm shall be pre-drilled and then hinges is to be fitted on door.
Screws shall not hammered on the door but fastened by hand/electric screw driver.
Mode of measurement:
The rates of the PVC doors shall be on the basis of area in sq.mt. of PVC doors procured and fixed
by the contractor. No separate payment for the aluminum fixtures and fastenings shall be payable.
Providing and fixing in position collapsible shutters with vertical channels 20 x 10 x 2 mm braced
with flat iron diagonal 20 x 6 mm size with top and bottom rails T iron 40 x 40 x 6 mm with 38 mm
dia steel pulleys complete with bolts, units, locking arrangements, stoppers, handles, including a
priming coat of red lead paint & approved make.
Materials: The collapsible steel gate shall conform to M-33.
T-rails shall be fixed to the floor and to the lintel at top by means of anchor bolts, embedded in cement
concrete on floor and lintel. The anchor bolts shall be placed approximately at 45 mm centers
alternatively in the two flanges of the T iron. In the bottom runner (T-iron) shall be embedded in the floor
and proper groove shall be formed along the runner for the purpose. The collapsible gate shall be fixed
at the sites by fixing the end double channels in the T-Iron rail and also by hold fasts bolted to the end
double channel and fixed in the masonry of the side walls or the otherwise.
In case where the collapsible gate is not required to the lintel beams or slop above, a tee iron
suitably designed may be fixed at the top embedded in masonry and provided with necessary clamps
and roller arrangement at the top.
All the adjoining work damaged while fixing of gate shall be made good to match the existing
work without any extra payment.
All the members of the collapsible gate including T-Iron shall be thoroughly cleaned of rust,
scales, dust etc. and given a priming coat of red lead before fixing them in position.
Mode of measurements and payment:
The collapsible gate shall be measured in sq. meter. The height of the gate shall be measured
as the length of double channels and breadth from outside to outside of the end fixed double channels in
open position of the gate. The rate includes providing handles, locking arrangements, stoppers etc.
The rate shall be for unit of one sq. meter.
Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal braces of
40x40x6 mm angle iron, 3.15 mm M.S.gusset plates at Junctions and corners 25 mm dia. pulley,
40x40x6 mm angle and T-iron huide rail at top and bottom respactively with handles, stoppers
and locking agangement etc, including applying a priming coat of red lead paint. (upto 10 ton)
Providing and fixing 1 mm thick M.S. sheet sliding shutters with frame and diagonal braces of
40x40x6 mm angle iron, 3.15 mm M.S.gusset plates at Junctions and corners 25 mm dia. pulley,
40x40x6 mm angle and T-iron huide rail at top and bottom respactively with handles, stoppers and
locking agangement etc, including applying a priming coat of red lead paint. (upto 10 ton)
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for unit of one sq. meter.
Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.laths
inter-locked together through their entire length and jointed together at theends by end locks
mounted on specially designed pipe shaft with bracket plates, guide channels and arragements
for inside and out side locking with push-pull operation including the cost of hood cover and
spring etc. complete. (A) Shutters having width below 3.5 M.
Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.laths inter-
locked together through their entire length and jointed together at theends by end locks mounted on
specially designed pipe shaft with bracket plates, guide channels and arragements for inside and out
side locking with push-pull operation including the cost of hood cover and spring etc. complete. (A)
Shutters having width below 3.5 M.
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for unit of one sq. meter.
Providing & Fixing in position Alluminium doors with frame using approved quality anodised
extruded alluminium section as approved by Engg.in charge(Jindal alluminium)(a) Frame
sections 101.6x44.45 mm (b) Shutter bottom vertical & top section 83.5x44.45 (wt.1.31 kg/mt.)(at
1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm at (1.37 kg/mt) Shutter middle section at
100x44.3 wt.(1.37 kg/mt) incl.providing & installing 5 mm thick approved color Acrylic sheet of
standard quality fixed with glazing chips on upper pannel & Laminated sheet on lower pannel
(wtt.0.13 kg/Rmt) etc.comp.as direction of engg.in charge
Metalic Color Anodized Aluminum alloy used in the manufacture of extruded sections for the
fabrication of doors, windows, ventilators shall confirm to designation HE9-WP of IS:733.
Transparent sheet glass shall confirm to the requirements of IS:2835. Wired and figured glass
shall be as per IS:5437. Builder's hardware of fittings & fixtures shall be of the best quality from approved
All aluminum doors, windows, ventilators and partitions shall be of the type and size as
specified. The doors, windows, ventilators shall confirm to the requirements of IS: 1948. Aluminum
windows, shall confirm to IS: 1949, if so specified. All aluminum units shall be supplied with Metallic
color anodized finish. The minimum anodic film thickness shall be 0.015 mm. Doors, windows and
ventilators shall be of an approved manufacture. Fabrication of the units shall be with the extruded
sections, cut to correct lengths, mitred and welded at the corners to a true right angle conforming to the
requirements of IS: 1948. Tolerance in overall dimensions shall be within ± 1.5mm. The frames and
shutters shall be free from warp or buckle and shall be square and truly plane. Punching of holes, slots
and other provisions to install fittings or fixtures later shall be made at the correct locations, as per the
Aluminium swing type doors, aluminum sliding windows, partitions shall be as specified. IS: 1948 and IS:
1949 shall be referred to incorporates the sizes, shapes, thickness and weight per running meter of
extruded sections for the various components of the units. However, new sizes, shapes, thickness with
modifications to suit snap-fit glazing clips etc. are being continuously being added by various leading
manufacturers of extruded sections, which are available in the market. As such, the sections of the
various components of the unit proposed by the Contractor, will be reviewed by the GSDWICL and will
be accepted only if they are equal to or marginally more than that given in the codes/as specified.
Specific provisions as stipulated for steel doors, windows, and ventilators under related clause shall also
be applicable for this item work. Glazing beads shall be of the snap-fit type suitable for the thickness of
glazing proposed as indicated in the items of works prepared by the Contractor. A layer of clear
transparent lacquer shall be applied on Aluminium sections to protect them from damage during
installation. This lacquer coating shall be removed after the installation is completed.
Mode of measurement
Measurement will be given on the Square meter basis of actual area of the Aluminum section.
Providing and fixing extruded aluminum window having extruded aluminum Colour Powder
Coatedsectionframemainoutersize127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384
Kg/mt),horizontal Four track member size122.20mm x31.75mm x1.10mm (ofJinda lSection
no:8787,@ Wt.1.205Kg/ mt) ,vertical member of size122.20mm x31.75 mm x1.50 mm (ofJindal
Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of horizontal member size
40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical member of size
40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section
8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze colour tinted float glass with powder
coated aluminum fittings and
fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor
Providing and fixing extruded aluminum window having extruded aluminum Colour Powder
Coated section frame main outer
size127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),horizontal Four track member
size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@ Wt.1.205Kg/ mt) ,vertical member of
size122.20mm x31.75 mm x1.50 mm (ofJindal Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of
horizontal member size 40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical
member of size 40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section
8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor
Mode of measurement
Measurement will be given on the Square meter basis of actual area of the Aluminum section.
Providing & Fixing in position Alluminium vents with frame using approved anodised extruded
alluminium section as approved by Engg.in charge.(Jindal alluminium) units equivalent
(Approved Rate) Frame section of 63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing
mm thick approved color Acrylic sheet of standard quality etc.comp.
Providing & Fixing in position Alluminium vents with frame using approved anodised extruded
alluminium section as approved by Engg.in charge.(Jindal alluminium) units equivalent (Approved Rate)
Frame section of 63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick approved
color Acrylic sheet of standard quality etc.comp.
Mode of measurement
Measurement will be given on the Smt. basis of actual area of the Aluminum section.
Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm
(Jindal Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation
with 5 mm thick frosted glass as details etc complete for Ventilation
Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm
(Jindal Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation with
mm thick frosted glass as details etc complete for Ventilation
ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.
ITEM SHALL BE PAID IN SMT
Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95mm,@
Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent
bronze colour tinted float glass as details etc complete for Fix Partition
ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.
ITEM SHALL BE PAID IN SMT
Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to
granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand:
4-graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or
white and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement
marble powder mix 3:1 (3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-
marble chips by volume) (C) Medium Shade pigment with approx 50% white cement and 50%
ordinary cement (In top layer only) (upto 10 ton)
Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to
granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-
graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or white
and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement marble powder
mix 3:1 (3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-marble chips by
volume) (C) Medium Shade pigment with approx 50% white cement and 50% ordinary cement (In top
layer only) (upto 10 ton)
Item should be executed as per site conditions and instructions given by Engg-In-Charge.
The rate shall be for a unit Sq.m.
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