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Tender Value
₹99.8 L
EMD Value
₹99,790
Closing Date
30 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Dy.Minicipal Commissioner - West Zone
Maintenance work At Different muncipal building and different public toilet, urinal, pay and use bulidings in Sabarmati Ward West Zone.
295710
9/25-26 (T.N.18)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹2,400
Municipal Commissioner, Ahmedabad
₹99,790
9 Apr 2026
9 Apr 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
1. Name of Work : Maintenance work At Different muncipal building and different
public toilet, urinal, pay and use bulidings in Sabarmati Ward
2. Tender Estimated Cost : Rs:-
: 1% of the Tender Cost in the form of Rs. 99790.00 (D.D. / Pay
3. Earnest Money
- Order / Local Micr Check/B.G.)
4 Tender Fee Rs : Demand Draft of Rs.2400.00
5 S.D. : 5 % of tender amount
6. Time-Limit : 12 months
7. Validity Period : 120 Days
(a) Eligibility Criteria Register “D” 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..01-05-2026 15:00 PM
10 Place of Submission & : Submission of EMD. Tender fee and other Documents during office
Opening of Tender hours: On Dt.01-05-2026 &12:00pm 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
Defect &Liability Period the whole or any part of the amount of security deposit towards
14 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.
(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-37 Date:09/08/2018
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 Bunglows, Municipal
Schools, Municipal Schools, Anganwadi, Municipal Library, & Municipal Garden and Other Municipal
Buildings in Navrangpura ward at West Zone.
Sr. No. Qty Description of Item Per Amount Rs.
Excavation for foundation up to1.5 m depth
including sorting out and stacking of useful
materials and disposing of theexcavated stuff
upto 50 Meter lead.(A) Loose or soft soil (SOR
1a 50 WITHOUT GST AH.CITY-2023-24 - 04001A) 115.92 Cmt
1.5 to 3.0 mt.depth (SOR WITHOUT GST
Excavation for foundation for depth from 3.0 m to
5.0 m including sorting out and stacking of useful
c 50 materials and disposing off the excavated stuff 141.11 Cmt
upto 50 Meter lead.(A) Loose or soft soil (SOR
WITHOUT GST AH.CITY-2023-24 - 04002A)
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
d 50 upto 50 Meter lead.(C) Hard Murrum 04002C 270.83 Cu.M.
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
2 50 and watering.4006 129.1 Cmt
Filling in plinth with sand underfloors
including watering ramming, consolidating and
3 50 dressing etc. complete. 04007A 455.63 Cmt
Filling in foundation and plinth with murrum or
selected soil in layers of 20 cm. thickness
including watering, ramming and
4 50 consolidating etc.04008A 286.2 Cmt
Providing and laying cement
concrete1:5:10 (1-Cement: 5- coarses sand
5 50 and:10-hand broken stone aggregates 40mm 2,492.51 Cmt
nominal size) and curing complete
excluding cost of formworkin (A) Foundation
and Plinth (upto 10 ton).05006A
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
6 10 (A) Foundation and Plinth (upto 10 ton).05008A 2,634.11 Cmt
Providing and laying cement concrete 1:3:6 (1-
Cement : 3- coarse sand : 6- hand broken stone
aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in (A)
7 20 Foundation and Plinth..05007A 2,956.44 Cmt
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
8 15 (A) wall caps/coping (upto 10 ton)..05005A 4,006.15 Cmt
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
9 reinforcement. 05011AA
Foundations, footings, base or columns
a 20 and mass concrete 3,923.53 Cmt
Slabs, landing, shelves, balconies, lintels,
beams, girders and cantilivers upto floor
b 20 two level 4,012.47 Cmt
Independent piers, columns, and pillars, upto
c 5.1 floor two level 4,012.47 Cmt
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
10 15 centering and form work and curing 6,487.07 Cu.M.
complete excluding cost of reinforcement.
Providing and laying controlled cement concrete
M.150 for curing complete excluding cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings,Base
11 10 of columns and Mass concrete 05023AA 3,871.39 Cum
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
11A 15 maintained) 5054 3,790.21 Cmt
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
12 15 grade for reinforced cement concrete work 4,793.10 Cmt
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
Providing and laying controlled cement concrete
M.200for curing complete excluding cost of
formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings,Base
12a 10 of columns and Mass concrete05024AA 3,977.88 Cum
Walls, from top of foundation level upto floor two
b 10 level.05024BA 4,484.17 Cum
Slabs,landing,shelves,Balconies Lintels, Beams,
Girders and Cantilever upto floor two level.
Columns, Pillars posts and struts upto floor two
d 5 level. 05024DA 4,558.20 Cum
Staircases excluding landing upto floor two level
Vertical and Horizontial its upto floor two 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
13 25 centering shuttering finishing and 4,853.56 Cmt
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 )
Providing and laying controlled cement concrete
M.250 and curing complete excluding the cost of
formwork and reinforcement for reinforced
13A concrete work in
Foundations, footings, Base of columns and
B 5 Mass concrete. 05025AA 4,238.04 Cu.M.
Walls, from top of foundation level upto floor two
C 5 level 05025BA 4,519.88 Cu.M.
Slabs,landing,shelves,Balconies, Lintels,
Beams,Girders and Cantilever upto floor two
D 5 level. 05025CA 4,496.07 Cu.M.
Columns, Pillars posts and struts, upto floor two
E 5 level. 05025DA 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 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,
14 5 improve workability without impairing strength 5,043.66 Cum
and durability as per direction of the Engineer -
in - charge. Without Fly Ash (Min cement level
as per latest IS 456 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 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
15 2 per latest IS 456 shall be maintained) 5058 5,140.94 Cum
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
15a 1 upto 15 cm.thickness 05028B 8,341.79 Cum
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.
15b 2 complete including the cost of form work but 7,380.23 Cum
excluding the cost of reinforsement for R.C.C
work in (iv) Slabs having more than 8 cm and
upto 10 cm.thickness05028c
Providing and laying ordinary cement concrete
1:2:4 (1- Cement 2- coarse sand : 4- graded
stone aggregates 20 mm nominal size) for R.C.C
lintel including finishing smooth with,curing etc.
complete including the cost of formwork but
15c 2 excluding the cost of reinforcement.5030 8,634.45 Cum
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
16 :5 - fine sand)
20 (A) Conventional (upto 10 ton) 06001BA 4,011.66 Cmt
20 B) Modular 06001AA 4,345.02 Cmt
Extra Rate for brickwork in Above Item for
super structure above plinth level upto floor
17 two level (B) Conventional
a 10 (A) Conventional (upto 10 ton) 06006B 272.25 Cmt
b 10 B) Modular 06006A 262.35 Cmt
C) above floor two level Item No. 2(6.13) (A) Per
Modular 06007A1A Floor Per
D) above floor two level Item No. 2(6.13) (B) Per
Conventional 06007A2A Floor Per
Half brick masonry in common brunt clay
building bricks having crushing strength not
less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (
1-Cement : 4 coarse sand ) in foundation
and Plinth conventional brickwork (up
18 25 to 10 ton) (B) Conventional 06008A2A 593.9 Smt
19 20 Extra for half brick masonry in super 52.8 Smt
structure above plinth level upto floor
two level (B) conventional 06010B
Providing and laying Pre cast Light weight
concrete hollow core wall with hollow core
concrete unit of approved make & size of
mm thick, 600 mm wide and 2400 mm/
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
20 4 required)6015 747 Sqm
Providing and laying Pre cast Light weight
concrete hollow core wall with hollow core
concrete unit of approved make & size of
mm thick, 600 mm wide and 2400 mm/
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
21 2 required) 6016 842 Sqm
Providing and laying Pre cast Regular
concrete hollow core wall with hollow core
concrete unit of approved make & size of
mm thick, 600 mm wide and 2400 mm/
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
22 4 required) 6017 777 Sqm
Providing and laying Precast Regular
concrete hollow core wall with hollow core
concrete unit of approved make & size of
mm thick, 600 mm wide and 2400 mm/
mm/ 2850 mm/ 3000 mm/ 3300 mm in legth
made from of controlled cement concrete
23 4 M35 having cube compressive strength not less 875 Sqm
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 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
24 floor four level
Foundation, footings, bases of columns
a 2 etc. and mass concrete. 09001AA 171.68 Smt
(B) Flat surfaces such as soffits of supspened
floors slabs Landings and the like. (1) Floors etc.
b 2 upto 200 mm in thickness. 09001B1A 252 Smt
(B) Flat surfaces such as soffits of suspended
floor roof slabs Landings and the like. (2) Floors
c 2 etc. above 200mm in thickness. 09001B2A 270.9 Smt
Vertical surface such as walls (any thickness)
partitions and the like including attached
d 2 buttresses & string course & the like. 09001CA 229.95 Smt
(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
f 2 Rectangular Polygonal in plan. 09001G1A 297.68 Smt
g 2 (2) Circular or curved in plan. 09001G2A 422.1 Smt
(H) (2) Sides and soffits of Beams Beam
Haunchings canti-levers Girders Bressumers
h 2 and Lintels exceeding 1M.in Depth. 09001H1A 192.15 Smt
Providing and fixing 35 mm thick shutters for
25 Doors, windows and clear story windows
including anodised alluminium butt hinges
with necessary screws.
(A) Indian Teak Wood (ii) Fully Glazed.
(B) Indian Teak Wood (ii) Fully Panelled
(C) Indian Teak Wood (iii) Partly panelled
c 2 and partly glazed. 10032C 5,133.69 Smt
Providing and fixing 35 mm thick shutters for
Doors, windows and clear story windows
including black enamelled M.S.butt hinges
26 with necessary screws.
(A) Indian teak wood. (i) Fully
a 2 Panelled.(upto 10 ton) 10030B 5,285.45 Smt
(A) Indian teak wood. (ii) Fully
b 2 Glazed.(upto 10 ton) 10031A 4,595.06 Smt
(A) Indian teak wood. (iii) Partly panelled and
c 1 partly glazed. (upto 10 ton) 10031C 4,940.25 Smt
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
27 shutters with.
a 3 (A) Plywood sheet panels. 10010AA 3,178.88 Smt
b 3 (B) Particle board panels 10010BA 3,184.01 Smt
c 3 (C)Hard board panels. 10010CA 3,153.15 Smt
d 3 (D) Asbestos sheet panels. 10010DA 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
28 10 Panelled. (upto 10 ton) 10007AA 3,006.75 Smt
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 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 screws etc, complete with
50 mm x 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 12 mm teak wood
beading (Frames to be paid separately)
30 10 (upto 10 ton) 10021A 516.6 Smt
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
31 10 wood or equivalent quality. (upto 10 ton) 10022A 1,306.61 Smt
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
32 5 quality. (upto 10 ton) 10023A 1,691.00 Smt
Providing and fixing M.S. round or square bars
with M.S. flats at required spacing in wooden
frames of windows and clerestory
33 200 windows.(upto10 ton) 10024A 68.53 kg
Providing and fixing M.S. grills of required
pattern to wooden frames of windows etc. with
34 500 M.S. flats at required spacings and 100.17 kg
frame alround, square or round bars with round
headed bolts and nuts or by screws (A) Plain
Grill. (upto 10 ton) 10025AA
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)
a 50 Ornamental Grill. (upto 10 ton) 10025BA 143.64 kg
Providing and fixing glazed louvered
glass windows and ventilators with teak
wood frame 10 cm. x 7 cm. size including
coats of oil painting to wood work
35 2 etc.complete. (upto 10 ton) 10029AA 4,102.54 Smt
Providing and fixing glazed louvered
glass windows and ventilators with teak
wood frame 10 cm.x7 cm. size including
coats of oil painting to wood work
etc.complete.with wooden louvers plank 12mm
36 4 thick (upto 10 ton) 10029BA 4,332.47 Smt
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
37 10 etc, complete.(ii) Fully Glazed. 10004BA 3,211.96 Smt
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.
Providing and fixing 35 mm thick shutters for
Doors, windows and clerestory windows and
fastenings including primer coat of approved
a 2 quality and two coats of oil paintingetc, 3,557.15 Smt
complete. (iii) Partly panelled and partly glazed.
Providing and fixing 30mm thick FACTORY
MADE SOLID BOTH SIDE PRELAM PANEL
PVC DOOR SHUTTER 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 makde and
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
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 45 degree on the inner side ot form
top and bottom rail and 115mm wide prelim PVc
sheet out of which 75nmm shall be flat and
20mm shall be - 75nmm shall be flat and 20mm
shall be tapered on both side to form lock rail,
Top, bottom and 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 with
solvent 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
39 8 specification and rawing. 10044 2,214.00 Smt
Providing and fixing in position collapsible
steel shutters with vertical channels 20 x
10 x 2 mm braced with flat iron diagonal 20 x6
40 8 mm size with top and bottom rails T iron 40 x 5,391.23 Sq.M.
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
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
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 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
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 3.5 M. &
a 5 Above 11005B 4,450.51 Smt
Providing and fixing extruded aluminum window
having extruded aluminum Colour Powder
Coated section frame main outer size 127mm x
Kg/mt,horizontal Four track member size
Kg/mt,vertical member of size 122.20mm x
31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with
sliding shutters of horizontal member size 40mm
x 18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical
member of size 40mm x 18mm x 1.29mm @
wt.of 0.456Kg/mt,@ 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
43 15 as per details etc complete for window. 2,119.14 Smt
Providing and fixing window having extruded
aluminum Colour anodized section frame main
outer size 63.50 x 38.10 x 1.95 mm,@ Wt
Kg / Rmt, horizontal two track member size
Kg/mt, vertical member of size 61.85 mm x
31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with
sliding shutters of horizontal member size 40mm
x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical
member of size 40mm x 18mm x 1.29mm @
wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt 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
44 15 window. 1,696.73 Sq. M.
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. 0.68Kg/Rmt)
incl. Providing & Installing 5 mmthick approved
color Acrylic sheet of standard quality
45 10 etc. comp. 1,288.93 Sq. M.
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
46 10 Ventilation 1,163.92 Sq. M.
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 5 mm thick
transparent bronze colour tinted float glass as
47 2 details etc complete for Fix Partition 1,509.90 Sq.M.
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)
48 1 (upto 10 ton) 749.7 Sqm
Providing and laying marble chips skirting
(Terrazo) or dedo rubbed, and polished to
Granolithic finish to player 6 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:
1 marble powder by weight) in proportion of
4:7 (4-cement marble powder mix: 7-marble
chips by volume) (B) Light shade pigment with
49 2 white cement (In top layer only) 869.4 Sqm
Providing and laying white glazed tiles 6mm
thick in flooring treads of steps and landing laid
50 2 on a bed of 12mm thick cement mortar 1:3 (1- 908.17 Sq.M.
cement : 3-coarse sand ) finishing with flush
pointing in white cement.
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
51 10 pointing in white cement. (upto 10 ton) 960.47 Sq.M.
Providing & Fixing 2mm Aluminium / 4mmACP
sheeting fixed with Type-11 Class-C High
Intensity Grade Sheeting as per IRC 67 :
reflective sheeting of size including lettering and
52 15 signs as applicable 5,832.20 Smt
Providing and laying Vitrified tiles 8 to 10 mm
thick, 36''x36'' 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 inwhite cement. (upto
Providing and laying Vitrified tiles 8 to 10 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
54 30 white cement slurry (upto 10 ton) 1,062.50 Sqm
Providing and laying Vitrified tiles 8 to 10 mm
thick, in skrting risers of steps and dedo on
mm thick cement plaster 1:3 (1-cement:3-
coarse sand) and jointed with white cement
55 20 slurry (upto 10 ton) 1,523.61 Sqm
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
mm thick cement mortar 1:6 (1 cement :
coarse sand)on new surface& jointed with
colour cement slurry incl with flush
56 10 pointing & cleaning the surface etc. comp. 1,527.00 Sq. M.
Providing and laying 24" x 24" vitrified
to 10 mm th.Double Charged Gloosy /
Matt tiles of Approved make as Approved
by Adl.C.E. / Consultants for upto 10 cm high
skirting as approved by Engineer 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 &
57 10 cleaning the surface etc. comp. 165 Rmt
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
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
59 10 polishing complete. (A) Marble slab 25mm thick 2,194.63 Sq.M.
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
Providing and laying polished kota stone slab
mm thick in risers of steps, skirting Dedo and
pillars laid on 10 mm thick cement mortar 1:3 (1-
Cement :3 coarses and) and jointed with
gray cement slury mixed with pigment to
match the shade of slab including rubbing
61 10 and polishing etc.complete. (upto 10 ton) 1,176.03 Sq.M.
Providing and laying cement concrete
62 50 flooring 1:2:4 (1-cement: 2-coarses and:4- 297.68 Sq.M.
graded stone aggregate 20mm nominal size)
laid in one layer and finished with a floating
coat of neat cement. (A) 40mm thick. (upto
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. (B) 50mm thick. (upto
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 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 (1 cement :3 fine sand) etc
64 1 complete. (upto 10 ton) 376.43 Rmt
Providing and fixing pre-cast Rubber Dye / steel
Dye inter locking concrete block 60mm thick with
grade of concrete M300 pnumatic compressed /
vibrated mechanically and as per approved
design Confirming to IS 15658 : 2006 including
35 mm Sand layer for levelling and filling the
joint with sand in proper line and level as per
65 2 guidlines of IRC : SP 63-2018 etc. Complete. 680.1 Smt
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 creme out upto
surface using white cement including
rounding off junctions and extending them
up to15 cm along the wall, clearing with
66 5 water and oxalic acid etc.asdirected. 739.89 Sqm
Providing and laying coloured glazed
tiles of the size 300 mmx200 mmx8
mm/300 mmx450 mmx8 mm in skirting,
risers of steps and dedo on 10 mm. thick
cement plaster 1:3 (1cement: 3 coarse
67 25 sand) & jointed with white cement slurry. 1,426.95 Sqm
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
68 50 Trusses. (1) 0.80 mm thick sheet.(up to10 ton) 719.93 Sqm
Providing ridges or hips 600 mm over allin
plain G.I. sheet class-3 fixed with G.I. J or L
Hooks and nuts 8 mm dia G.I. Limpet and
69 10 bitumen washer complete. (1) 0.80 635.58 Sqm
Providing and fixing 150 mm wide 450 mm over
all semi circular plain G.I.sheet class-3 gutter
with Iron brackets 40 mmx3 mm size Bolts,
Nuts, washers etc. including making
necessary connection with rain water pipes. (i)
70 10 0.80 mm thick 555.71 Sqm
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
grade 1 and fifth and final course of stone grit
6 mm and down size or pea sizes gravel
Cu.Metre/Sq.metre preparation of surface
excluding grading complete. (upto 10 ton)
71 10 including 466.84 Sqm
Providing and fixing on wall face C.I. Rain
water pipe including filling the joints with spun
yarn soaked in neat cement slurry and
cement mortar 1:2(1- Cement : 2-fine
72 10 sand) (A) 75 mm dia. 283.62 Rmt
Providing 15 mm thick cement plaster in
single coat on Rough (Similar) side of single or
73 500 half brick walls for interior plastering up to 174.83 Sqm
floor two level and finished even and smooth
in (i) Cement mortar 1:3 (1-cement :3-sand)
Providing 20mm thick sand faced cement plaster
on walls upto height 10 metres above ground
level consisting of 12mm thick backing coat of
C.M. 1:3 (1-cement : 3-sand) and 8mm thick
finishing coat of C.M. 1:1 (1-cement : 1-sand)
74 500 etc. complete. 215.78 Sqm
Colour washing with lime on wall surface
(two coats) over and including a primary
coat of white washing to give an even shade
after through brooming the surface to remove
all dirt, dust, mortar drops and other foreigh
75 5000 matter. 12.29 Sqm
Removing dry or oil bound distemper
by a washing and scraping and sand
papering the wall surface smooth including
76 3000 necessary repairs to scratches complete. 11.19 Sqm
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
77 5000 other foreign matter. 46.94 Sqm
Extra Coat for Above Item over above for
every subsequent coat of approved brand
77 a 5000 and manufacture. 30.09 Sqm
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
78 5000 smooth. 76.08 Sqm
Extra Coat for Above Item over above for
every subsequent coat of approved brand
79 5000 and manufacture. 8.04 Sqm
Wall painting (two coats) with plastic
emulsion paint of approved brand and
manufacture on undecorated wall surface to
give an even shade including throughly brushing
the surface free from mortar droppings and
80 5000 other foreign matter and sand papered smooth. 78.44 Sqm
Extra over item for every sub sequent coat of
wall painting with plastic emulsion paint of
81 5000 approved brand 33.39 Sqm
Extra over item for painting with plastic emulsion
paint of approved brand on ceilings and sloping
81 a 5000 roofs. 5.36 smt
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
82 1500 priming paint brushing red lead. 34.34 Sqm
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
83 2500 of all dirt, dust and other foreign matter. 86.94 Sqm
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
84 2000 all dirt, dust and other foreign matter. 54.35 Sqm
Extra over item for 83 & 84 every sub sequent
85 2000 coat of paint. 50.4 Sqm
Painting two coats (excluding priming
coat) on new steel and other metal surface
86 2000 with synthetic enamel paint, brushing to give 64.66 Sqm
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
87 2000 surface of all dirt, dust and other foreign matter. 43.79 Sqm
Extra over Above item for 86 & 87 for every
88 2000 sub sequent coat of paint. 43.47 Sqm
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
89 2000 matter.(75 mm dia) 20.16 Sqm
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
90 2000 matter.(100 mm dia) 25.05 Sqm
Painting two coats (excluding priming
coat) on new wood and wood based surface
with enamel paint, interior to give an even
shade including cleaning the surface of
all dirt, dust and other foreign matter sand
papering and stopping. (a) Ready mixed paint
91 2000 brushing wood primier pink. 40.17 Sqm
Painting one coats (excluding priming coat)
on previously painted wood and wood based
surface with enamel paint, to give an even shade
including cleaning the of all dirt, dust and other
foreign matter.(b) Ready mixed paintbrushing
92 2000 priming for enamel 40.17 Sqm
Extra over Above item for 91 & 92 every sub
93 2000 sequent coat of paint. 36.39 Sqm
Painting two coats (excluding priming coat) on
newwood and wood based surface with ready
mixed paint, brushing, oil, gloss, semi gloss to
give and even shade including cleaning of all
dust, dirt and other foreign matter sand papering
94 2000 and stopping. 104.12 Sqm
Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats)
to give an required shape even shade after
thoroughly brushing the surface to remove all
dirt, and remains of loose powdered
95 3500 materials.etc complete 113.4 Sqm
Applying two coats of putty & two coats of primer
of approved brand and manufacture on new wall
surface to give an even shade including
thoroughly brushing the surface free from mortar
dropping and other foreign matter and sand
96 5000 papered smooth. 40.19 Sqm
Painting two coats (excluding priming
coat) on new wood and wood based surface
with enamel paint, interior to give an even
shade including cleaning the surface of
all dirt, dust and other foreign matter sand
97 2000 papering and stopping. 87.11 Sq.M.
Writing letter or figures on any surface
with black japan paint (stops, comas,
hyphens and the like not to be measured per letter
and paid for separately) (i) Block per
98 10 (Letters/Figures) (Per 10 Letter pet CM.HT) 3.47 Cm/Ht
99 10 Extra over items for using thick white paint 0.07 per letter
instead of black japan paint. (i)Block per
100 10 (Letters/Figures) Cm/Ht
Polishing with french polish on new wood and
wood based surface to give an even surface
including cleaning, the surface of all dirt, dust
and sand papering smooth and including a coat
of wood filler. 131.67 Smt
101 10 Extra over items for using thick white paint 0.07 per letter
instead of black japan paint. (ii) Indian perCm/Ht
(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 121.91 Sqm
Painting lines, deashes, arrows, letters etc
102 10 on roads, Air fields and like in two coats with
road marking paint, brushing including
103 10 cleaning the surface of all dirt, dust and other
foreign matter.(ii) Upto 10 cm in width 12.14 Rmt
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.
104 10 (i) Over 10cm in width 50.4 Sqm
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
105 10 foreign matter. (ii) Upto 10cm in width 5.52 Sqm
Demolition including stacking of serviceable
materilas and disposal of unserviceable
106 10 materials with all lead and lift. (i) R.C.C. work 1,047.38 Cu.M.
Demolition of Brick work and stone masonry
including stacking of serviceable materil as
and disposalof unserviceable materials with all
107 10 lead and lift.(ii) In Cement Mortar. 544.95 Cu.M.
Demolition of terrace including stacking of
serviceable materilas and disposal of
unserviceable materials with all lead and lift.(i)
107 A 20 Brick tile covering. 63 Smt
Dismentaling tiled of stone floors laid in mortar
including stacking of serviceable materil as and
disposal of unserviceable materials with all
108 20 lead and lift. 47.25 Sqm
Dismentaling of sheet roofing including
ridges, Hips, Valleys, Gutters etc. stacking of
serviceable materil as and disposal of
unserviceable materials with all lead and
109 20 lift.(i) G.I.sheet roofing. 47.25 Sqm
Dismentaling of sheet roofing including
ridges, Hips, Valleys, Gutters etc. stacking of
serviceable materil as and disposal of
unserviceable materials with all lead and
109 A 20 lift.(i) A.C. sheet roofing. 53.55 Sqm
Dismentling steel work including
distempering and stacking the materials
110 20 with all lead and lift. 3.63 Kg.
Dismentling doors, windows, ventilators
etc. (wood or steel) shutters including
chowkhats architraves, hold fasts and other
attachment etc. complete and stacking the
material within all lead and lift.(i) Not exceeding
111 20 3 Sq.M. in area. 185.85 Each
Dismentling doors, windows, ventilators
etc. (wood or steel) shutters including
chowkhats architraves,hold fasts and other
attachment etc. complete and stacking the
material with in all lead and lift.(ii) Exceeding
112 25 Sq.M.in area. 248.85 Each
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
113 20 materials with all lead and lift. 66.15 Rmt
Dismentling C.I. pipes G.S.W. pipes abd
A.C. rain water pipes with fittings and clamps
including stacking the materials with all lead and
114 10 lift (for any dia, of pipe) 74.03 Rmt
Dismantling santtary fittings like wash basin .
W.C. pan Indian and Europe an type, flushing
tank etc. including stacking the materials
115 10 with all lead and lift 401.63 Each
Scraping oil paint from steel and other metal
surface and making the surface even
116 10 (with Hand Scraping.) 48.83 Smt
Removing and scraping of old deteriorated
plaster of any thickness from wall /
R.C.C member including stacking of
serviceable material and disposal of
unserviceable from site of work with all lead
117 10 and lift 19.38 Smt
Providing and fixing M.S. fan clamps of
shape and size as specified in existing
R.C.C. slab including cutting chase and making
118 10 good. 168.53 Each
Cutting out cracks of roof terrace to V-
section, cleaning out, wetting, grouting with
cement and sand slurry 1:3 (1-cement 3-sand
119 2 ) (upto 10 ton) 64.58 Rmt
Cutting out cracks roof terrace to V-Section
cleaning out and filling solidly with a hot
mixture of bitumen and clean dry sand (1:1
120 2 by weight) (up to 10 ton) 75.29 Rmt
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
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
121 5 pannel & Laminated sheet on lower pannel 2,900.00 Sq. M.
(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 83.5x44.45 (wt.
kg/mt.)( at 1.31 kg/mt) © Shutter bottom
section at 114.3 x44.45mm at ( 1.37 kg/mt )
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
122 5 Detail Given & direction of engg.in charge. 4,583.00 Sq.M.
Providing & Fixing in position Alluminium
window 2/3/4 track sliding / fix type with
frame using approved anodised extruded
alluminium section of minium thickness of
mm as approved by Engg. In
charge.(Jindal alluminium) units
equivalent. including P/F installing 5 mm thick
clear/tinted Glass of standard quality
123 5 etc.comp. 4,518.00 Sq. M.
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 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
mm thick pre coated GI sheet. The Pre
coatedsheet shall be of minimum 240 mpa
steel grade confirming to IS 14246:1995 and
125 2 shall have zinc coating of minimum 120 gsm 458.85 Sqm
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
Supplying and fixing vinyl flooring over the
surface having 1-2 mm thickness as per
directed by engineer incharge etc
126 2 as completed (N.S.) 963 Smt
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
coats fixed at 2.5 Mt, C/c. with five
Horizontan lines and two diagonals of
galvanised steel barbed wire weighting
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
128 25 C.C 1:5:10 etc complete. 385.4 Rmt
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 anddisposing of the
129 2 unserviceable materials with all lead and lift. 66.15 Rmt.
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
cm. thick cement plaster to masonry / in
C.M.1:3) and cement concrete flooring in 1:2:4:
130 2 mix 5cm.dia.drain pipe etc.complete. 2,235.66 Rmt
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
131 2 walls in C.M. (1:4) etc complete. 933.98 Rmt
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
132 2 directed 30 Rmt
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
133 2 given by engineer incharge. 54 Sq.M.
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 9 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
134 100 Sqmt printed two coat wood surface. 54.98 Smt
Applying general insecticide pest control
treatment to floors, cup boards etc
135 2 including labour material etc. complete. 88.4 Smt
Using Heptachloride 20 EC. As Per
6113_pests Consentration Weight
percentis recommended one litre chemical
emulsion dillute with 39 liter of water will give.
Total dillute concrentration will be 40 litre
inclusive of one litre chemical emulsion
appication 0.5 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 20 EC chemical
emulsion with 19 liter give 1% concrentration
inclusive of one litre chemical emulsion
appication attherate of 5 Litre chemical /
136 20 Sqm of surface is recommended as per I.S 104.9 Smt
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 Weight
0.50 percentis recommended i.e
one litre chemical emulsion dillute with
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
137 100 recommended as per I.S 37.34 Smt
Providing erecting and fixing double
coated Syntex PVC.(ISI) water tank of
required capacity each with all necessary
fittings and connection etc. complete on
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 floor.
(A) 15mm (upto 10 ton)
(B) 20mm (upto 10 ton)
5 (C) 25mm (upto 10 ton) 393.93 Rmt
5 (D) 32mm (upto 10 ton) 491.51 Rmt
5 (E) 40mm (upto 10 ton) 596.73 Rmt
5 (F) 50mm (upto 10 ton) 779.6 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
140 and paid for separately)
10 (A) 15mm (upto 10 ton) 150.91 Rmt
(B) 20mm (upto 10 ton)
10 (C) 25mm (upto 10 ton) 279.39 Rmt
5 (D) 40mm (upto 10 ton) 421.12 Rmt
5 (E) 65mm (upto 10 ton) 716.66 Rmt
5 (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
141 2 threading the pipes complete. 600.08 Each
142 Providing and fixing to wall ceiling and floor 6.0
Kg.F/Cm2 working pressure poluthene pipes
of the following out side Dia. Low
densidy, complete with special falnge
compression type fittings,wall clips
etc.including making good the wall ceiling and
Providing and fixing to wall ceiling and floor
10.0Kg.F/Cm2 working pressure polythene
pipes of the following out side Dia.
Low densidy, complete with special falnge
compression type fittings, wall clips etc.
including making good the wall ceiling and
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
144 25 mm inlet and 50 mm outlet.(C)100mm dia. 600.08 Each
Providing and fixing water closet squatting
Pan (Indian type W.C.Pan) size
mm (Earth work, bed concrete, foot rest and
145 20 trap to be measured and paid for separately) 926.1 Each
(A) Vitreous China. (I)Long pattern = White
Provdg. & fixing wall mounted White /
Color Vitreous China European water
closet with integral P trap of "Cera" -
Clair Series or equivalent incl. seat cover
Chair Bracket etc. complete as per direction of
146 15 engg. In charge.(N.S.) 4,250.00 No.
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)
147 15 vitreous China Pattern :(i) in white colour 1,290.80 Each
Providing and fixing Urinal of approved quality
including connection with trap and with integral
longitudinal flush pipe.(A) Squating plate pattern
148 10 white earthenware 550mm x 300mm. 1,535.63 No.
Providing & Fixing Angle cock of " Ess Ess" -
Trend series or equivalent standard
make as approved by engg. in charge all
149 10 complete. (N.S.) 403.39 No.
Providing & Fixing pillar cock of " Ess Ess" -
Trend series or equivalent standard
make as approved by engg. in charge all
149 A 10 complete. (N.S.) 641.53 No.
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
150 18 sand)(A) Vitreous China.Pattern in white colour 311.85 Each
Providing and fixing washbasin with single hole
for pillar tap with C.I. or M.S. brackets painted
white including sutting holes and making good
the same but excluding fittings.(A) Vitreous
China:(ii) Flat Back washbasin 550 mm x v
151 20 400mm size. (i) In white colour. 1,400.18 Each
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.
152 15 (i) 600 mm x 450 mmx 150 mm size 2,257.69 Each
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.
153 15 brass screws and washers. 825.48 Each
Providing and fixing chromium plated brass
halftrun flush cock of approved quality including
154 fixing in pipe line etc. complete.
Provdg. & fixing White / Color Vitreous
china Counter wash basin with signle hole for
pillar tap of "Cera " - Concord series of
x425 mm size to be fiited in stone counter with
necessary brackets painted white incl.
cutting holes and making good the 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.
155 25 complete as per dir. of engg. in charge. 2,950.00 No.
Finishing wall with water proofing cement paint
of on wall surfaces (Two coats) to give an
approved brand and manufacture and of
required shape even shade after thoroughly
brushing the surface toremove all dirt and
156 1500 remains of loose powered materials. 56.87 Smt
Extra over Item 156 for every subsequent coat
of water proofing cement paint of approved
brand and manufacture.
Providing & Fixing S.S.304 Grade Sink of
Nirali / Krishna or Equivalent Make for
Kitchen Platform of size : 24":x18" as per
Direction of engg. In charge
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. (C) Vitreous China Sink.(i)
157A 10 600mm x 450mm x 150mm size 2,257.69 Each
Providing and fixing C.P. brass towel rail
comlete with C.P.brass brackets fixed to
wooden plugs with C.P. brass scews.(B)
158 20 600mm x 20mm size. 597.22 Each
Providing and fixing 600 mmx120 mm glass
shelf with C.P. brass bracket and guard rail
complete mixed to wooden plug with
159 20 C.P.brass screws. 561.03 Each
Providing and fixing toilet paper holder. (A)
160 10 C.P.Brass 414.53 Each
Providing and fixingof S.S. Railing pipe 50 mm x
16 G ASIS 304 Grade as per instruction of
161 10 engineer in charge. 1,004.24 Rmt
Providing and fixing screw down bib taps of
following size. (B) Brass chromium plated
162 screws down Bib Tap.
25 (i) 15mm dia. 184.98 Each
25 (ii) 20mm dia. 212.68 Each
Providing and fixing screw down bib taps of
following size. © Gun metal screw down bib
25 (i) 15mm dia. 157.29 Each
25 (ii) 20mm dia. 176.09 Each
164 Providing and fixing pillar tap, capstan
head, screw down high pressure with screws,
shanks and back nuts.
25 (i) 15mm dia. 305.67 Each
25 (ii) 20mm dia. 351.18 Each
Providing and fixing Gun metal check or
165 non-return fullway wheel valve.
20 (i) 15mm dia. 184.98 Each
20 (ii) 20mm dia. 201.8 Each
10 (III) 25 MM DIA 416.47 Each
20 (E) 40mm dia 656.86 Each
Providing and fixing brass screw down stop
165 A 20 tap.(A) 15 mm dia 203.79 Each
B 20 20 MM DIA 221.59 Each
C 10 25 MM DIA 218.63 Each
Providing and fixing chromium plated brass
half trun flush cock of approved quality including
166 fixing in pipe line etc. complete.
20 (i) 20mm dia. 252.26 Each
20 (ii) 25mm dia. 261.16 Each
10 (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
168 20 ware 550mm x 300mm. 1,535.63 Each
Providing and fixing chromium plated,
bottle trap with necessary couplings of
169 15 approved quality for wash basin. 292.87 Each
Providing and fixing ball cock ofapproved
quality as directed. (A) Copper Metal (i) 25mm
170 15 dia. 131.57 Each
Providing and fixing ball cock ofapproved
quality as directed. (A) Copper Metal (i) 50 mm
171 15 dia. 187.96 Each
Filling with good Quality thor as and where
directed by the Architect / Engineer-in-
charge, in sunk in layers of 15 cm. thickness,
including watering, ramming well etc.
complete, as directed by the Architect /
172 10 Engineer-in-charge . 3,850.00 Cmt
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
shall be fixed on the wall with the help 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
173 25 cost of all materials.adhesive 71.93 Rmt
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
shall be fixed on the wall with the help 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,
174 25 including cost of all materials. 90.93 Rmt
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
shall be fixed on the wall with the help 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,
175 25 including cost of all materials. 117.97 Rmt
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
shall be fixed on the wall with the help 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,
176 2 including cost of all materials. 146.65 Rmt
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
shall be fixed on the wall with the help 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,
a 10 including cost of all materials. 193.73 Rmt
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
177 5 etc.complete as directed. 788.78 Smt
Fixing sun film for protection sunlight in black or
any colour as as directd by engineer In
178 50 Charge.(Market rate) 402.54 Smt
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" & 1"x1" ,G.I. & Bitumen Washers,
Silicon 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
179 40 consultants & making good the wall. (N.S.) 1,930.00 SqM
Providing 2 mm thick F.R.P. Gutter with
180 20 necessary M.S. Supporting Brackets. (N.S.) 400 Rmt
Hiring charges for J.C.B.machine inclduing
cost of fuel, operator, dirver etc.. (
hours sift day/night) (N.S.)
To provide tractor with hydraulic trolley, driver,
4 Nos. of Labor with all tools like bucket drum,
showels, trikam, pavadas, etc,, to
carryout different works during monsoon for
12 Hrs. Shift. Work shall be carried out as
per the instrucitons of Engineer In-Charge.No
182 5 extra charged shall be paid for night shift. 3,000.00 No.
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,
183 25 material and labour etc complete. 3,285.00 Smt
Providing & Fixing Door closer - complete of
Approved make to wooden / Aluminium Doors as
184 10 per direction of engg. In charge. 474.58 No.
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
185 5 design complete. 124.74 No.
Providing cement vata (10cm. x 10 cm. size)
quarter round in cement mortar 1:1 including
186 5 neat cement finishing, watering etc. complete. 23.45 Rmt
Making Water connection from exi.Muni. Water
187 2 line (N.S.) 250 No.
Applying and providing Expansion joint sealing
System on 100 mm vide joint including cleaning
of exansion joint by mechanical means provision
of adhesive and flexible membrane with required
bond length as per menufracturer specification
and 4mm thick alluminium strip covering with
one side sloted and bolted with suitable system,
inclusive of all manpower, machinery and
188 2 material as per specification and as directed. 4,724.75 Smt
Providing and Fixing 1 H.P. Electrical monoblock
or submarcible water pumps withmotor and
required cable and switch board of approved
189 5 brand and make etc.comp.as directed. 6,800.00 Set
.Providing TMT Bar FE 415 reinforcement for
R.C.C. work including bending, binding and
placing in position complete up to floor two level
ProvidingTMTBarFE500/500Dreinforcement for
R.C.C.workincluding bending,binding and
placing in position complete upto floor two level
placing in position complete upto floor two level
placing in position complete upto floor two
b 50 level(upto 10 ton) 75.46 Kg.
191 10 Providing and fixing 30mm thick solid both side 2,214.00 Smt
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 section of
61.85 x 31.75 mm (at 0.41 Kg/Rmt) © Shutter
top & bottom section 40 x18 mm ( wt.
Kg/Rmt ) (d) Shutter interlock vertical section
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
192 1 sheet of standard quality etc.comp. 2,350.00 Sq. M.
Providing and laying polished granite stone slab
18 mm thick in risers of steps, dedo and pllars
laid on 10 mm thick cement mortar 1:3 (1
cement:3 coarse sand) and jointed with gray
cement slurry including rubbing & polishing
193 15 etc.complete. 2,690.00 Smt
Wall panelling with 12 mm MDF fixed to
existing alluminium framing and making grove
as per design and finished with royal plastic
paint as per instruction of engineer incharge.
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.)
195 10 (Approved Rate ) 2,690.00 Smt
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 cement mortar (1 Cement
196 50 : 4 coarse sand) in rough finishing and 8 mm 269.78 Sq.M.
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) to
give an required shape evenshade after
thoroughly brushing the surface to remove all
dirt, and remains of loose powdered
197 500 materials.etc complete 113.4 Sq.M.
High Back Chairs for vip Lounge :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
cm, Depth 60 cm Height 103 – 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 3 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
198 3 architect /engineer in charge 6,750.00 Each
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
199 3 /engineer in charge 5,500.00 Each
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 mortise locking systems, S S
Handle 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
200 60 given by Architect. 12,500.00 Smt
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
201 2 accessories completed as per drawing and 7,500.00 Smt
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
1 mm laminate finishing including
anodized aluminum butt hinges with
necessary screws. Decorative type and
pine wood core anodized minimum 3 no
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
mm thick. with frame of 10 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
202A 2 per direction of engineer in charge 4,686.36 Smt
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
B 2 one side after routing the moulded design on 2,131.00 Smt
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
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 mm MS
angle frame 8'x4' size with MS 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
203 35 as directed in line and level. (N.S) 1,230.00 Rmt
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 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
(A) stone masonary wall/stone dressed single
5 faced (size 15"x8"x9") 8,990.00 Cmt
(B) stone coping (size 15"x8"x4")
(C) stone coping (size 15"x8"x9")
5 (D) stone column (size 15"x15") 10,710.00 Cmt
5 (E) stone column top (size 20"x20"x9") 685 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 equippedwith vibratory
system for kerb 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
205 50 Bedding 350.89 Rmt
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
b 25 sand) etc complete. 376.43 Rmt
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
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,
206 100 Rate providing and laying paver blocks as per 501.6 Smt
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 requirement to
fix the C.C.Block / Nibhada 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 following font
size to be fixed at Main Gate in english and or
Gujrati and including fixing charges approved
209 before fixing by clent / consultant.
B 5 300 mm high 750 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
120 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
mm centre to centre, to which the ceiling section
0.5 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 2.64 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
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
210 100 fittings, grills, diffusers, cutouts made with frame 850 Smt
of perimeter channels suitably fixed, all complete
as per drawings, specification and direction of
the Engineer in Charge but excluding the cost of
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 resistance of 330- 460 Ns/m³
(DIN 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
211 15 directed by Architect / Engineer. 4,160.00 Sq.mt.
Providing & Fixing SPEED BUMP - #2 No (1
black, 1 yellow) 350 x 500 x 50 mm, Size per
color End Cape 350 MM x 175 MM x 50 MM
TOP DESIGN - Lining Top flat ANTI SKID
PATTERN FOR GRIP COLOUR :- YELLOW &
BLACK BODY MATERIAL :- MODIFIED
THERMOPLASTICS (Polymer 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
212 15 for Bolt Fitting etc. complete as directed by EIC . 2,185.00 Rmt.
Providing & Fixing in position 24 MM exposed
grid suspension system with “P “ Grid profile
false ceiling system using 600 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 600 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 suspended at every 600 MM
c/c along 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
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,
213 15 diffusers etc. 2,619.00 Sq.mt.
Providing and fixing of Roller blind
curtain/blackout. The fabric shall be woven from
formulated platisol extruded over a polyaster
yarn.The fabric shouldl be weaved to provide
subtle view of the side of the blind and should
offer elimination of glare and sunlight radiance
upto a minimum of 80%.The fabric shall be flame
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 required surface preparation, to receive
Texture paint finish etc. All complete as per
215 5 detail drawing, as specified and as directed by 425 Sq.m
Architect / Consultant / Project - In - Charge. The
rates shall be inclusive of Scaffolding, all
material, labour etc. complete. as directed by
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
Provdg. & laying S.W. Gully trap with brick
masonry chamber & water tight G.T.Stone
including fixing of covervSquare mouth trap
217 25 mm x100 mm size P-Trap 1,279.40 No.
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 Mortar in
proportion 1:1 Salt glazed stoneware pipes
including testing of pipes and joints complete.(A)
Providing and laying (to level or slopes) and
jointing with stiff mixture of Cement Mortar in
proportion 1:1 Salt glazed stoneware pipes
including testing of pipes and joints complete.(B)
Constructing brick masonry chamber for
underground C.I. Inspection chamber and bends
221 10 with bricks having crushing strength not less 2,903.89 Each
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
222 15 inlets. 3,624.51 Each
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
mm and 450mm deep for pipe lines with three or
222A 10 more inlets. 7,109.35 Each
Providing, supplying and fixing precast C.C.
blocks (M-20) edge kerb having size of 75 x
x 300 mm depth and as per design conveying it
to the site, jointing into C:M 1:3 and racking out
the joints incl. necessary excavation of asphalt,
soil etc..completed.
Constructing a cooking Sandwich platform
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 complete.
Constructing a cooking platform 60 cm. width
and 70 cm high resting on B.B.Masonry walls
cm.thick in C.M.(1:6) with (ii) Fixing black
kadappa 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 less than
7.75 kg. per Sq.M. to window frames etc.
225 10 including60 x 20mm beading of teak wood. 754.65 Smt
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
226 10 charge 35 Rmt.
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
227 10 cement. (A) 50mm thick. 348.08 Smt.
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 0.6 m. size medium
duty CI manhole cover/s at top, including wash
out pipe line and inlet and outlet connections etc.
228 25000 complete. 6.5 Litre
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 -
&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 with
15mm white flanges incorporating a 6mm central
reveal in white/black colour and with a web
height of 45mm and a load carrying capacity of
minimum 15.68 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
Vendor. 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
229 10 runner spaced at 1200mm centres securely fixed 1,307.00 Smt
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
mm module. Cut cross tees longer than 600mm
require independent support. 600 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 runner.
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 1 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 1 x1 (25 x 25mm)
230 10 angles etc. complete as per direction of Engineer 766 Smt
in charge. Manufactures specification and
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 Mazdoor
B 10 Fitter/Plumber/Mason 697 No
WELDER/ Gas cutter at Day /night
Supplting of welding machine / gas cutter
including cost of welding rods/gas,
Transportation, including carting from site to
D 5 work place. 1,500.00 No
E 15 Mazdoor at Day Male/Female 493 No's
Conveyance charges of (A) limemurrumbuilding
rubbish earth manure or sludge & execavated
232 200 rock andrubbish [Limemurrum building rubbish 326.73 Cmt
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 should be allowed for non
working condition of machinery and for pipe line
excavation and M.H. work. Allowed only for
break down work) (Based on Previously
233 1 approved rate by CE sir ) 1,071.42 Shift
CatchPit Jali Fixing P/F FRC catch pit jali with
frame 600mm x 600mm clear opening etc.
comp. As directed by engineer in charge. (Based
234 5 on Central Store Rate) 1,383.92 No.
Providing and fixing concealed center point to
235 wall ceiling & floor CPVC (SDR 13.5) PIPE
having National Sanitation 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 25 15 MM DIA 165.21 Rmt
B 20 20 MM DIA 202.97 Rmt
C 10 25 MM DIA 247.25 Rmt
E 5 40 MM DIA 437.66 Rmt
F 5 50 MM DIA 647.3 Rmt
Providing and fixing cast iron steps of size
500mm x 150mm x 22.5mm and painting with
236 10 two coats of Anti-corrosive paint etc. complete. 162.23 Each
Supplying and fixing C.I. cover 300mm x 300mm
without frame for Gulley trap (Standard pattern)
237 10 te weight of cover to be not less 4.53 Kg.) 491.8 Each
Providing and fixing to wall ceiling and floor
10.0Kg.F/Cm2 working pressure polythene
pipes of the following out side Dia.
Low densidy, complete with special falnge
compression type fittings, wall clips etc.
including making good the wall ceiling and
Providing and fixing sheet glass, selected quality
(Type-C) bedded in putty and fixed with wooden
beading including the cost of wooden beadings
of first class teakwood and necessary cutting of
239 10 glass. (2) 6 mm thick. 1,176.10 Smt
Providing and fixing rough cast wired glass,
6mm thick bedded in putty and fixed with
wooden beading including the cost of wooden
beadings of Indian teak wood and necessary
240 10 cutting of glass. (C) Wired - figured glass 559.26 Smt
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 2 grade 1 and fifth and final course of stone
grit 6mm and down size or pea sizes gravel
spread at 0.008 Cu. Metre / Sq. metre including
preparation of surface excluding grading
241 20 complete. 466.84 Smt
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
finished felt type 2 grade 1 and final 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
242 20 warranty purpose. 753.2 Smt
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
243 5 diameter total weight of cover and frame to be 10,920.76 Each
not less than 128 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
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
244 5 fixing and transporation with necessary solution. 140 Sq.Ft
Providing and fixing of Shower of jaquar make
for Serial No. 0797N ALD ( High Flow C/Body-
245 5 Jaquar, Primary Batch ) 3,802.00 No's
Providing and fixing of Metro Pole of 40 mm dia
of Jaquar Make of series FLV-1093 N ( Serial
Providing and fixing of chair bracket for Support
of W.C. of Primary batch Series-7324 of Jaquar
Providing and fixing of upper part of W/C of
248 5 jaquar series of 8481 2,378.00 No's
Providing and fixing of 2 in 1 Bib cock of jaquar
Series of KUP-35041 (8481) as per Instructions
249 5 of engineer in charge. 2,889.00 No's
Providing and fixing of Pillar cock of jaquar make
series EXTND 190 MM as per instructions of
250 5 engineer in charge. 4,043.00 No's
Providing and fixing of Angle cock of jaquar
251 5 make series of KUP-35053 PM 1,870.00 No's
Providing and fixing of shower of size 8x8m
including shower arm, flange, floor trape,
including all material with fixing as per
252 5 Instructions of engineer in charge. 7,851.00 No's
Supplying and fixing of Roller blind curtain In
253 5 Patterned Fabric of Different Textures corded in 6,670.00 Smt
roller blinds with stiching fittings and of stichles
pattern. The Price Rate 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 and of stichless
pattern. The Price Rate Includes necessary
Making with fixing of Sheer Curtain with top
channels of fixing as instruction of engineer in
254 5 charge. 1,955.00 Smt
Supplying and providing of Green Curtain for
prevention of Sunlight. The Price Rate Includes
blackout curtains with dense or fabirc or foam
interlining material. The Price Rate also Includes
necessary fixing with roller tie ropes at site at
any height as per instruction of engineer in
255 5 charge. 1,162.00 Smt
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
and applying primer coat of approved steel
primer etc. complete as per structural designs &
256 500 directions of Engineer-in-charge. 113.31 Kg.
Providing valleys 900mm overall in plain 1.6mm
thick G.I. sheet fixed with G.I. J or L Hooks, Bolts
and nuts glavanised iron J or L Hooks Bolts and
nuts 8mm dia G.I. Limpet and bitumen washers
257 5 complete. 1,042.78 Smt
Providing laying (to level or slopes) and jointing
reinforced concrete Light duty non-pressure
pipes I.S. class NP2 of the following internal
diameter with collars and butt ends prepared for
collar joints including testing of joints
258 10 complete.(D) 300mm 658.89 Rmt
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 128 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
259 1 sewer. 19,139.07 Each
Providing laying (to level or slopes) and jointing
reinforced concrete Light duty non-pressure
pipes I.S. class NP2 of the following internal
diameter with 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 work At Different Rs. 99,79,021.59 Rs.99,790.00 12 Months
muncipal building and different
public toilet, urinal, pay and use
bulidings in Sabarmati Ward
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. 2400.00 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 work At Different muncipal building and different public toilet,
urinal, pay and use bulidings in Sabarmati Ward at West Zone.
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.
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