SL NO DESCRIPTION QTY UNIT PART A: GENERAL 1 Sheet piling Driving and installing Sheet Piles with interlocking edges with proper locking arrangements to provide earth retention ground water inflow and confining to latest IS 2314. All materials used for sheet piling should be of enough strength and quality in all means to withstand the soil and water pressure of the site. The distance between the vertical channels of sheet piling to be inserted, should not exceed 75 cm. The rate is to be of inclusive of all labour, hire charges, tools and equipments and withdrawal of Sheet Piles after completion of work. The installation and withdrawal of sheet pile should be done without any damage to the structure or any of the neighbouring structures. The withdrawal of Sheet Piles will be as per the instruction of the Engineer in Charge. The rate quoted shall be for first 90 days. 1.1 upto 4.00 m depth 20.00 Rm 1.2 upto 5.00 m depth 90.00 Rm 2 Earthwork Excavation Earthwork excavation 0 to 4 m depth in all sorts of soil depending upon the weather, cutting the roots and other materials, without causing any adverse effect to the stabilty and durability of the casted piles at the site, dumping the excavated soil in available space and conveying the excess soil to suitable place irrespective of distance from the site and shall be and confining to latest IS 3764. Fertile top soil up to depth 15 cm, to be stockpiled for later use, as per Green Certification norms and then back fill, as per the drawings and instructions of the site-in-charge and excluding charges for back filling the sides of the foundation after construction including the charges of all materials and labour for breaking clods, watering, ramming including dewatering, shoring, if necessary etc. complete. for the cellar floor, pile cap, Lift pit, plinth beam, sump tank, RR masonry, etc. 2.1 Cellar Floor (including Lift well, collection pit, ramp) 1625.00 m3 2.2 Under ground water tank 1 (Rain water and fire water tank), Under ground water tank 2 (Drinking water Tank), Sewage Treatment Plant, Septic tank and soak pit, Collection tank for STP 528.00 m3 2.3 Compound Wall Foundation 65.00 m3 3 Chipping and removing top of R.C.C.piles Chipping and removing top of required R.C.C.piles of all diameters (chipping done in bentonite mixed concrete) to lines and levels carefully without damaging the remaining portion and removing the debris and clear the site, and confining to latest IS 2911, as per the required cut-off level and as per the instructions of the Site-in-charge. 70.00 Rm PROPOSED RESIDENTIAL CUM RECREATIONAL BUILDING AT TRIPUNITHURA FOR BPCL KOCHI REFINERY EMPLOYEES CO-OPERATIVE CREDIT SOCIETY UNPRICED BID 1
Transcript
SL NO DESCRIPTION QTY UNIT
PART A: GENERAL
1 Sheet piling
Driving and installing Sheet Piles with interlocking edges with proper locking arrangements to provide earth retention
ground water inflow and confining to latest IS 2314. All materials used for sheet piling should be of enough strength and
quality in all means to withstand the soil and water pressure of the site. The distance between the vertical channels of
sheet piling to be inserted, should not exceed 75 cm. The rate is to be of inclusive of all labour, hire charges, tools and
equipments and withdrawal of Sheet Piles after completion of work. The installation and withdrawal of sheet pile should
be done without any damage to the structure or any of the neighbouring structures. The withdrawal of Sheet Piles will be
as per the instruction of the Engineer in Charge. The rate quoted shall be for first 90 days. 1.1 upto 4.00 m depth 20.00 Rm
1.2 upto 5.00 m depth 90.00 Rm
2 Earthwork Excavation
Earthwork excavation 0 to 4 m depth in all sorts of soil depending upon the weather, cutting the roots and other materials,
without causing any adverse effect to the stabilty and durability of the casted piles at the site, dumping the excavated soil
in available space and conveying the excess soil to suitable place irrespective of distance from the site and shall be and
confining to latest IS 3764. Fertile top soil up to depth 15 cm, to be stockpiled for later use, as per Green Certification
norms and then back fill, as per the drawings and instructions of the site-in-charge and excluding charges for back filling
the sides of the foundation after construction including the charges of all materials and labour for breaking clods,
watering, ramming including dewatering, shoring, if necessary etc. complete. for the cellar floor, pile cap, Lift pit, plinth
2.2 Under ground water tank 1 (Rain water and fire water tank), Under ground water tank 2 (Drinking water Tank), Sewage
Treatment Plant, Septic tank and soak pit, Collection tank for STP
528.00 m3
2.3 Compound Wall Foundation 65.00 m3
3 Chipping and removing top of R.C.C.piles
Chipping and removing top of required R.C.C.piles of all diameters (chipping done in bentonite mixed concrete) to lines
and levels carefully without damaging the remaining portion and removing the debris and clear the site, and confining to
latest IS 2911, as per the required cut-off level and as per the instructions of the Site-in-charge.
70.00 Rm
PROPOSED RESIDENTIAL CUM RECREATIONAL BUILDING AT TRIPUNITHURA FOR BPCL KOCHI REFINERY EMPLOYEES CO-OPERATIVE
CREDIT SOCIETY
UNPRICED BID
1
4 Plain Cement concrete
Cement concrete 1:4:8 (1cement, 4 sand and 8 coarse aggregate) using 40mm and 20mm nominal size coarse aggregate
in the ratio 4:1 for levelling course for pile cap, machine mixed, and confining to latest IS 456, including the cost of
materials such as cement, sand, aggregate and for dewatering, curing, hire and labour charges for all formwork etc.
complete for all depths. All works to be executed at site as per the drawings and instructions of site-in-charge.
4.1 Pile cap and Tie Beam 15.00 m3
4.2 Cellar Floor Slab 51.00 m3
4.3 Ramp, Under ground water tank 1 (Rain water and fire water tank), Under ground water tank 2 (Drinking water Tank),
Sewage Treatment Plant, Septic tank and soak pit and Cellar Floor Collection tank
14.00 m3
4.4 Compound Wall Foundation 11.00 m3
PART B: RCC WORKS
5 Building up Piles
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for Building up Piles using graded hard granite stone aggregates of maximum 20 mm nominal
(down graded) size obtained from approved quarry including fine aggregates confining to latest IS 383 and cement all as
per approved design mix proportions confining to latest IS 10262 with minimum cement content 400 kg/m3 in M-25 grade
concrete for the mild exposure conditions as specified below for durability including manufacturing and placing concrete
cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating,
compaction, finishing to required levels, curing etc. complete all as per the specifications but excluding cost of steel reinforcement.
Rate to include all materials and labour for keeping embedments if any where ever required while casting. Rate also to
include lift charges,centering,shuttering and scaffolding charges from finished floor level/ ground level as specified. All
works as per the instructions of the site-in-charge. (The design mix proportions shall clearly indicate cement: fine
aggregate: coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and
subsequent mixes as and when there will be change in quarry/materials. 5.1 Pile with diameter 500 mm 1.00 m3
5.2 Pile with diameter 600 mm 0.50 m3
5.3 Pile with diameter 700 mm 1.00 m3
5.4 Pile with diameter 800 mm 3.00 m3
5.5 Pile with diameter 900 mm 1.00 m3
5.6 Pile with diameter 1000 mm 2.00 m3
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6 RCC-Pile caps and Tie beams
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for Pile Cap and Tie beams using graded hard granite stone aggregates of maximum 20 mm
nominal (down graded ) size obtained from approved quarry including fine aggregates confining to latest IS 383 and
cement all as per approved design mix proportions confining to latest IS 10262, with minimum cement content 400 kg/m3
in M30 grade concrete for the mild exposure condition as specified below for durability including manufacturing and
placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting,
placing, vibrating, compaction, finishing to required levels, curing etc. complete all as per the specifications, including cost of materials such as
cement, sand, aggregate, and labour for keeping embedments if any where ever required while casting. Rate also to
include lift charges, shuttering , centering, dewatering and scaffolding charges from finished floor level/ ground level as
specified but excluding the cost of steel reinforcement. (The design mix proportions shall clearly indicate cement : fine
aggregate : coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and
subsequent mixes as and when there will be change in quarry/materials). All works to be executed at site as per the
structural drawings and instructions of site-in-charge.6.1 Pile cap 24.00 m3
6.2 Tie Beam 20.00 m3
7 RCC- floor slab and vertical wall of cellar floor and lift pit floor slab
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for slab and vertical wall of cellar floor and lift pit using graded hard granite stone aggregates
of maximum 20 mm nominal (down graded ) size obtained from approved quarry including fine aggregates confining to
latest IS 383 and cement all as per approved design mix proportions confining to latest IS 10262 with minimum cement
content 400 kg/m3 in M-30 grade concrete for the mild exposure condition as specified below for durability including
manufacturing and placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required levels, curing, pressure grouting and
other water proofing methods, etc. complete all as per the specifications, including cost of materials such as cement,
sand, aggregate, and labour for keeping embedments if any where ever required while casting. Rate also to include lift
charges, shuttering, centering, dewatering and scaffolding charges from finished floor level/ ground level as specified, but
excluding the cost of steel reinforcement (The design mix proportions shall clearly indicate cement : fine aggregate :
coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and subsequent
mixes as and when there will be change in quarry/materials) During concreting, approved water proofing material should
be added. After concreting, proper checking of leak proofing should be done by ponding and if found any errors, the
rectification processes should be done by the contractor and complete ensurance of leak proofing procedures should be
done by using approved brand water proofing material. All works to be executed at site as per the structural drawings and 7.1 Cellar Floor Slab and lift pit floor slab 106.00 m3
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for vertical wall of lift pit at cellar floor using graded hard granite stone aggregates of
maximum 20 mm nominal (down graded ) size obtained from approved quarry including fine aggregates confining to latest
IS 383 and cement all as per approved design mix proportions confining to latest IS 10262 with minimum cement content
400 kg/m3 in M-30 grade concrete for the mild exposure condition as specified below for durability including
manufacturing and placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required levels, curing etc. complete all as per
the specifications, including cost of materials such as cement , sand, aggregate, and labour for keeping
embedments if any where ever required while casting. Rate also to include lift charges, shuttering, centering, dewatering
and scaffolding charges from finished floor level/ ground level as specified, but excluding the cost of steel reinforcement
(The design mix proportions shall clearly indicate cement : fine aggregate : coarse aggregate, water cement ratio and
approval shall be obtained from Engineer-in-charge for initial and subsequent mixes as and when there will be change in
quarry/materials). During concreting, approved brand water proofing material should be added. After concreting, proper
checking of leak proofing should be done by ponding and if found any errors, the rectification processes should be done by
the contractor and complete ensurance of leak proofing procedures should be done by using approved brand water
proofing material. All works to be executed at site as per the structural drawings and instructions of site-in-charge.Lift pit vertical wall 6.00 m3
9 RCC- Columns
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for columns using graded hard granite stone aggregates of maximum 20 mm nominal (down
graded) size obtained from approved quarry including fine aggregates confining to latest IS 383 and cement all as per
approved design mix proportions confining to latest IS 10262 with minimum cement content 400 kg/m3 in M-30 grade
concrete for the mild exposure condition as specified below for durability including manufacturing and placing concrete
cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required true line and levels, maintaining proper
verticality, curing etc. complete all as per the specifications but including cost of materials such as cement , sand,
aggregate, and labour for keeping embedments if any where ever required while casting. Rate also to include lift
charges, shuttering, centering, dewatering and scaffolding charges from finished floor level/ ground level as specified but
excluding the cost of steel reinforcement (The design mix proportions shall clearly indicate cement : fine aggregate :
coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and subsequent
mixes as and when there will be change in quarry/materials). All works to be executed at site as per the structural
drawings and instructions of site-in-charge.9.1 Cellar Floor 12.00 m3
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9.2 Ground Floor 13.00 m3
9.3 First Floor 13.00 m3
9.4 Second Floor 13.00 m3
9.5 Third Floor 13.00 m3
9.6 Fourth Floor 12.00 m3
9.7 Terrace Floor 8.00 m3
9.8 Machine Room Floor 2.00 m3
9.9 Columns for compound wall 4.00 m3
10 RCC- Lintels, sunshades, loft slabs
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for lintels/ sunshades/ loft slabs using graded hard granite stone aggregates of maximum 20
mm nominal (down graded ) size obtained from approved quarry including fine aggregates confining to latest IS 383 and
cement all as per approved design mix proportions confining to latest IS 10262 with minimum cement content 400 kg/m3
in M-25 grade concrete for the mild exposure condition as specified below for durability including manufacturing and
placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required true line and levels, maintaining proper
verticalityand horizontality, curing etc. complete all as per the specifications but including cost of materials such as
cement , sand, aggregate, and labour for keeping embedments if any where ever required while casting. Rate also to
include lift charges , shuttering , centering, dewatering and scaffolding charges from finished floor level/ ground level as
specified but excluding the cost of steel reinforcement (The design mix proportions shall clearly indicate cement : fine
aggregate : coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and
subsequent mixes as and when there will be change in quarry/materials). All works to be executed at site as per the
structural drawings and instructions of site-in-charge.10.1 Ground Floor 5.00 m3
10.2 First Floor 3.00 m3
10.3 Second Floor 2.00 m3
10.4 Third Floor 2.00 m3
10.5 Fourth Floor 1.00 m3
10.6 Top Lintel belt for compound wall 2.00 m3
11 RCC- Mid- lintels at the 10 cm thick walls
5
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for mid-lintels for 10 cm thick walls of depth 10 cm at a height of 1.20 m, using graded hard
granite stone aggregates of maximum 20 mm nominal (down graded ) size obtained from approved quarry including fine
aggregates confining to latest IS 383 and cement all as per approved design mix proportions confining to latest IS 10262
with minimum cement content 400 kg/m3 in M-25 grade concrete for the mild exposure condition as specified below for
durability including manufacturing and placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required true line and levels, maintaining proper
verticality and horizontality, curing etc. complete all as per the specifications but including cost of materials such as
cement , sand, aggregate, and labour for keeping embedments if any where ever required while casting. Rate also to
include lift charges , shuttering , centering, dewatering and scaffolding charges from finished floor level/ ground level as
specified but excluding the cost of steel reinforcement (The design mix proportions shall clearly indicate cement : fine
aggregate : coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and
subsequent mixes as and when there will be change in quarry/materials). All works to be executed at site as per the
structural drawings and instructions of site-in-charge.11.1 Ground Floor 50.00 m
11.2 First Floor 50.00 m
11.3 Second Floor 100.00 m
11.4 Third Floor 100.00 m
11.5 Fourth Floor 50.00 m
12 RCC, Beams
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for beams using graded hard granite stone aggregates of maximum 20 mm nominal (down
graded) size obtained from approved quarry including fine aggregates confining to latest IS 383 and cement all as per
approved design mix proportions confining to latest IS 10262 with minimum cement content 400 kg/m3 in M-30 grade
concrete for the mild exposure condition as specified below for durability including manufacturing and placing concrete
cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required true line and levels, maintaining proper
verticality and horizontality, curing etc. complete all as per the specifications but including cost of materials such as
cement , sand, aggregate, and labour for keeping embedments if any where ever required while casting. Rate also to
include lift charges, shuttering, centering, dewatering and scaffolding charges from finished floor level/ ground level as
specified but excluding the cost of steel reinforcement (The design mix proportions shall clearly indicate cement : fine
aggregate : coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and
subsequent mixes as and when there will be change in quarry/materials). All works to be executed at site as per the
structural drawings and instructions of site-in-charge.
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12.1 Cellar Floor 27.00 m3
12.2 Ground Floor 40.00 m3
12.3 First Floor 38.00 m3
12.4 Second Floor 38.00 m3
12.5 Third Floor 40.00 m3
12.6 Fourth Floor 38.00 m3
12.7 Terrace Floor 3.00 m3
12.8 Machine Room Floor 1.00 m3
13 RCC- Roof slabs
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for floor slabs using graded hard granite stone aggregates of maximum 20 mm nominal
(down graded) size obtained from approved quarry including fine aggregates confining to latest IS 383 and cement all as
per approved design mix proportions confining to latest IS 10262 with minimum cement content 400 kg/m3 in M-30 grade
concrete for the mild exposure condition as specified below for durability including manufacturing and placing concrete
cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required true line and levels, maintaining proper
horizontality,, curing etc. complete all as per the specifications but including cost of materials such as cement ,
sand, aggregate, and labour for keeping embedments if any where ever required while casting. Rate also to include lift
charges, shuttering, centering, dewatering and scaffolding charges from finished floor level/ ground level as specified but
excluding the cost of steel reinforcement (The design mix proportions shall clearly indicate cement : fine aggregate :
coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and subsequent
mixes as and when there will be change in quarry/materials). During concreting, approved water proofing material should
be added. After concreting, proper checking of leak proofing should be done by ponding and if found any errors, the
rectification processes should be done by the contractor and complete ensurance of leak proofing procedures should be
done by using approved brand water proofing material. The rate should also include the cost of materials and labour for 13.1 Cellar Floor 66.00 m3
13.2 Ground Floor 46.00 m3
13.3 First Floor 47.00 m3
13.4 Second Floor 47.00 m3
13.5 Third Floor 47.00 m3
13.6 Fourth Floor 64.00 m3
13.7 Terrace Floor 10.00 m3
13.8 Machine Room Floor 2.00 m3
14 RCC- Drops slab
7
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for Drops slab up to 75mm thick using graded hard granite stone aggregates of maximum 20
mm nominal (down graded) size obtained from approved quarry including fine aggregates confining to latest IS 383 and
cement all as per approved design mix proportions confining to latest IS 10262 with minimum cement content 400 kg/m3
in M-30 grade concrete for the mild exposure condition as specified below for durability including manufacturing and
placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting,
placing, vibrating, compaction, finishing to required levels, curing etc. complete all as per the specifications but including cost of materials such as
cement, sand, aggregate, and labour for keeping embedments if any where ever required while casting. Rate also to
include lift charges, shuttering, centering and scaffolding charges from finished floor level/ ground level as specified but
excluding the cost of steel reinforcement (The design mix proportions shall clearly indicate cement : fine aggregate :
coarse aggregate, water cement ratio and approval shall be obtained from Engineer-in-charge for initial and subsequent
mixes as and when there will be change in quarry/materials). All works to be executed at site as per the structural
drawings and instructions of site-in-charge.14.1 Ground Floor 55.00 m2
14.2 First Floor 55.00 m2
14.3 Second Floor 55.00 m2
14.4 Third Floor 55.00 m2
14.5 Fourth Floor 55.00 m2
14.6 Terrace Floor 55.00 m2
15 RCC- folding type staircase waist slab, landing slab and steps
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for folding type staircase waist slab, landing slab and steps using graded hard granite stone
aggregates of maximum 20 mm nominal (down graded) size obtained from approved quarry including fine aggregates
confining to latest IS 383 and cement all as per approved design mix proportions confining to latest IS 10262 with
minimum cement content 400 kg/m3 in M-30 grade concrete for the mild exposure condition as specified below for
durability including manufacturing and placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000
8
including mixing, transporting, placing, vibrating, compaction, finishing to required levels, curing etc. complete all as per
the specifications, including cost of materials such as cement , sand, aggregate, and labour. Also includes works of
keeping embedments if any where ever required while casting. Rate also to include lift charges, shuttering, centering and
scaffolding charges from finished floor level/ ground level as specified but excluding the cost of steel reinforcement (The
design mix proportions shall clearly indicate cement : fine aggregate : coarse aggregate, water cement ratio and approval
shall be obtained from Engineer-in-charge for initial and subsequent mixes as and when there will be change in
quarry/materials.) All works to be executed at site as per the structural drawings and instructions of site-in-charge.15.1 Cellar Floor 1.00 m3
15.2 Ground Floor 3.00 m3
15.3 First Floor 3.00 m3
15.4 Second Floor 3.00 m3
15.5 Third Floor 3.00 m3
15.6 Fourth Floor 3.00 m3
16 RCC- Cover slab and Vertical walls of over head tanks
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for cover slab and vertical walls of over head tanks using graded hard granite stone
aggregates of maximum 20 mm nominal (down graded ) size obtained from approved quarry including fine aggregates
confining to latest IS 383 and cement all as per approved design mix proportions confining to latest IS 10262 with
minimum cement content 400 kg/m3 in M-30 grade concrete for the mild exposure condition as specified below for
durability including manufacturing and placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required levels, curing etc. complete all as per
the specifications including cost of materials such as cement , aggregate, sand, and labour for keeping embedments
if any where ever required while casting. Rate also to include lift charges, centering, shuttering and scaffolding charges
from finished floor level/ ground level as specified, but excluding the cost of steel reinforcement (The design mix
proportions shall clearly indicate cement : fine aggregate : coarse aggregate, water cement ratio and approval shall be
obtained from Engineer-in-charge for initial and subsequent mixes as and when there will be change in quarry/materials.)
During concreting, approved water proofing material should be added. After concreting, proper checking of leak proofing
should be done by ponding and if found any errors, the rectification processes should be done by the contractor and
complete ensurance of leak proofing procedures should be done by using approved brand water proofing material. All
works to be executed at site as per the structural drawings and instructions of site-in-charge.16.1 Cover slabs 5.00 m3
16.2 Vertical walls 10.00 m3
17 RCC- base and cover slab of under ground water tanks
9
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for base and cover slab of under ground water tanks using graded hard granite stone
aggregates of maximum 20 mm nominal (down graded ) size obtained from approved quarry including fine aggregates
confining to latest IS 383 and cement all as per approved design mix proportions confining to latest IS 10262 with
minimum cement content 400 kg/m3 in M-30 grade concrete for the mild exposure condition as specified below for
durability including manufacturing and placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required levels, curing etc. complete all as per
the specifications including cost of materials such as cement , aggregate, sand, and labour for keeping embedments
if any where ever required while casting. Rate also to include lift charges, centering, shuttering and scaffolding charges
from finished floor level/ ground level as specified excluding the cost of steel reinforcement (The design mix proportions
shall clearly indicate cement : fine aggregate : coarse aggregate, water cement ratio and approval shall be obtained from
Engineer-in-charge for initial and subsequent mixes as and when there will be change in quarry/materials.) During
concreting, approved water proofing material should be added. After concreting, proper checking of leak proofing should
be done by ponding and if found any errors, the rectification processes should be done by the contractor and complete
ensurance of leak proofing procedures should be done by using approved brand water proofing material. All works to be
executed at site as per the structural drawings and instructions of site-in-charge.Under ground water tank 1 (Rain water and fire water tank), Under ground water tank 2 (Drinking water Tank), Sewage
Treatment Plant, Septic tank and soak pit, Collection tank for STP
30.00 m3
18 RCC- vertical walls of under ground water tanks
RCC, Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix
cement concrete of specified grade for cast-in-situ reinforced cement concrete for vertical walls of under ground water
tanks using graded hard granite stone aggregates of maximum 20 mm nominal (down graded ) size obtained from
approved quarry including fine aggregates confining to latest IS 383 and cement all as per approved design mix
proportions confining to latest IS 10262 with minimum cement content 400 kg/m3 in M-30 grade concrete for the mild
exposure condition as specified below for durability including manufacturing and placing concrete cover blocks etc; which
shall be followed as per latest IS 456-2000
10
including mixing, transporting, placing, vibrating, compaction, finishing to required levels, curing etc. complete all as per
the specifications including cost of materials such as cement, aggregate, sand, and labour for keeping embedments
if any where ever required while casting. Rate also to include lift charges, centering, shuttering and scaffolding charges
from finished floor level/ ground level as specified but excluding the cost of steel reinforcement (The design mix
proportions shall clearly indicate cement : fine aggregate : coarse aggregate, water cement ratio and approval shall be
obtained from Engineer-in-charge for initial and subsequent mixes as and when there will be change in quarry/materials).
During concreting, approved water proofing material should be added. After concreting, proper checking of leak proofing
should be done by ponding and if found any errors, the rectification processes should be done by the contractor and
complete ensurance of leak proofing procedures should be done by using approved brand water proofing material. All
works to be executed at site as per the structural drawings and instructions of site-in-charge.Under ground water tank 1 (Rain water and fire water tank), Under ground water tank 2 (Drinking water Tank), Sewage
Treatment Plant, Septic tank and soak pit, Collection tank for STP
52.00 m3
19 RCC- Foundation for Compound wall
Providing and laying in position machine batched by weight, machine mixed and machine vibrated design mix cast-in-situ
reinforced cement concrete for foundation of compound wall using graded hard granite stone aggregates of maximum 20
mm nominal (down graded ) size obtained from approved quarry including fine aggregates confining to latest IS 383 and
cement all as per approved design mix proportions confining to latest IS 10262 with minimum cement content 400 kg/m3
in M-30 grade concrete for the mild exposure condition as specified below for durability including manufacturing and
placing concrete cover blocks etc; which shall be followed as per latest IS 456-2000 including mixing, transporting, placing, vibrating, compaction, finishing to required levels, curing etc. complete all as per
the specifications including cost of materials such as cement , aggregate, sand, and labour for keeping embedments
if any where ever required while casting. Rate also to include lift charges, centering, shuttering and scaffolding charges
from finished floor level/ ground level as specified but excluding the cost of steel reinforcement (The design mix
proportions shall clearly indicate cement : fine aggregate : coarse aggregate, water cement ratio and approval shall be
obtained from Engineer-in-charge for initial and subsequent mixes as and when there will be change in quarry/materials).
All works to be executed at site as per the structural drawings and instructions of site-in-charge.Raft Foundation and beam 29.00 m3
20 Kerb with Cement Concrete
Forming kerb with cement concrete 1:1.5:3 (1 cement, 1.5 sand and 3 broken stones) with 20mm nominal size broken
stones for fixing the handrails of balcony of the building for all floors and seperating drive way in the ground floor, and
confining to latest IS 456, including cost of materials such as cement, sand, aggregate and including labour
charges, hire and labour charges for form work, shuttering, centering, watering for curing etc. complete. All works as per
the instructions of the site-in-charge.
30.00 m
PART C: REINFORCEMENT WORKS
21 Reinforcement works
11
Reinforcement works for R.C.C. works, at all positions for all floors, lifted, bent cold, tied with binding wire and placed in
position (plain grill requiring bending cold) using Fe 550, TMT Bars confining to IS-1786-2008, (TATA, SAIL, Vizag, JSW)
with minimum elongation of 18%, including cost of steel, binding wires and all labour charges etc. complete for all
floors for all heights. All works to be executed at site as per the structural drawings and instructions of site-in-charge.103.00 MT
PART D: MASONRY AND PLASTERING WORKS
22 Solid Block Masonry- 20 cm thick
Masonry with solid concrete blocks of size 30cm x 15cm x 20cm, using cement mortar 1:8 minimum block density of 1500
kg /m3 and a minimum average compressive strength of 3.50 N/MM2 and minimum strength of individual blocks 2.80
N/mm2 (as specified in IS 2185 (part I) - 1979 Grade A (3.50)) for 20 cm thick walls including cost of materials such
as cement, sand, blocks and all labour charges and hire for scaffolding, watering and curing etc.complete for all
floors. All works as per the instructions of the site-in-charge.22.1 Cellar Floor 14.00 m3
22.2 Ground Floor 51.00 m3
22.3 First Floor 59.00 m3
22.4 Second Floor 51.00 m3
22.5 Third Floor 51.00 m3
22.6 Fourth Floor 33.00 m3
22.7 Terrace Floor 24.00 m3
22.8 Machine Room Floor 2.00 m3
22.9 Compound wall 41.00 m3
23 Solid Block Masonry- 10 cm thick
Masonry with solid concrete blocks of size 30cm x 10cm x 20cm, using cement mortar 1:8 minimum block density of 1500
kg /m3 and a minimum average compressive strength of 3.50 N/MM2 and minimum strength of individual blocks 2.80
N/mm2 (as specified in IS 2185 (part I) - 1979 Grade A (3.50)) for 10 cm thick walls including cost of materials such
as cement, sand, blocks and all labour charges and hire for scaffolding, watering and curing etc.complete for all floors.
All works as per the instructions of the site-in-charge.23.1 Cellar Floor 1.00 m3
MEPCRETE AAC / RENACON AAC Blocks of size 60cm x 20cm x 10cm using AAC adhesives, Brand ULTRATECH
FIXO BLOCKS, MYK LATRICRETE (Premixed high-quality mortar comprising of cement, graded sand and admixtures
with ratio of adhesive and water as approximately 25-30% of the weight of the adhesive. Mortar Thickness between the
AAC blocks to be maintained at 3-5 mm) minimum block density of 550-650 Kg/m3 and a minimum average compressive
strength of 3.50 N/MM2 (As per IS:2185 part III) and minimum thermal conductivity of 0.12 W/m2 for 10 cm thick walls
including cost of materials such as cement, sand, blocks and all labour charges, hire and labour for scaffolding,
watering and curing etc. complete for all floors. All works as per the instructions of the site-in-charge.25.1 Cellar Floor 1.00 m3
25.2 Ground Floor 8.00 m3
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25.3 First Floor 11.00 m3
25.4 Second Floor 25.00 m3
25.5 Third Floor 25.00 m3
25.6 Fourth Floor 7.00 m3
25.7 Terrace Floor 11.00 m3
26 Red Brick Masonry-20 cm thick
Masonry with red brick of size 20cm x 10cm x 6.5cm, in cement motor 1:6 (1 cement & 6 sand) for 20 cm thick walls
including cost of materials such as cement , sand , blocks and all labour charges, hire and labour for scaffolding,
watering, curing, etc. and confining to IS-2212, complete for all floors. All works as per the instructions of the site-in-26.1 Cellar Floor 14.00 m3
26.2 Ground Floor 51.00 m3
26.3 First Floor 59.00 m3
26.4 Second Floor 51.00 m3
26.5 Third Floor 51.00 m3
26.6 Fourth Floor 33.00 m3
26.7 Terrace Floor 24.00 m3
26.8 Machine Room Floor 2.00 m3
26.9 Compound wall 41.00 m3
27 Red Half Brick- 10 cm thick
Masonry with Half brick of size 20cm x 10cm x 6.5cm, in cement motor 1:4 (1 cement & 4 sand for 10 cm thick walls
including cost of materials such as cement, sand, blocks and all labour charges, hire and labour for scaffolding,
watering, curing, etc. and confining to IS-2212, complete for all floors. All works as per the instructions of the site-in-27.1 Cellar Floor 1.00 m3
27.2 Ground Floor 8.00 m3
27.3 First Floor 11.00 m3
27.4 Second Floor 25.00 m3
27.5 Third Floor 25.00 m3
27.6 Fourth Floor 7.00 m3
27.7 Terrace Floor 11.00 m3
28 Plastering- Inside Ceiling
Plastering with cement mortar 1:3 (1 cement & 3 sand) 10 mm thick one coat floated hard and trowelled smooth for
under side of the slab, finished to true plane without any imperfections, and confining to IS- 1200 part XII, including cost
of materials such as cement, sand, and labour charges, hire charges for scaffolding, watering for curing etc.
complete. All works as per the instructions of the site-in-charge.
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28.1 Cellar Floor 637.00 m2
28.2 Ground Floor 643.00 m2
28.3 First Floor 628.00 m2
28.4 Second Floor 623.00 m2
28.5 Third Floor 623.00 m2
28.6 Fourth Floor 656.00 m2
28.7 Terrace Floor 65.00 m2
28.8 Machine Room Floor 10.00 m2
29 Plastering- Inside Ceiling
Plastering with Gypsum plaster Brand Gyproc Gypsum plaster (Saint Gobian or equivalent), as per the Green Building
norms mixed with clean water 1:3 (1 cement & 3 sand) at site to make a consistent slurry. Gypsum plaster slurry is then
applied at thickness of 6-12mm, troweled smooth for under side of the slab, finished to true plane without any
imperfections, including cost of materials such as gypsum, etc. and labour charges, hire charges for scaffolding,
watering for curing etc. complete. All works as per the instructions of the site-in-charge.29.1 Cellar Floor 637.00 m2
29.2 Ground Floor 643.00 m2
29.3 First Floor 628.00 m2
29.4 Second Floor 623.00 m2
29.5 Third Floor 623.00 m2
29.6 Fourth Floor 656.00 m2
29.7 Terrace Floor 65.00 m2
29.8 Machine Room Floor 10.00 m2
30 Plastering- Interior walls
Plastering with cement mortar 1:4 (1 cement & 4 sand) 12 mm thick one coat floated hard and trowelled smooth for
inside walls finished to true plane without any imperfections, and confining to IS- 1200 part XII, including cost of
materials such as cement, sand and labour charges, hire charges for scaffolding, watering for curing etc. complete. All
works as per the instructions of the site-in-charge.30.1 Cellar Floor 503.00 m2
30.2 Ground Floor 257.00 m2
30.3 First Floor 579.00 m2
30.4 Second Floor 838.00 m2
30.5 Third Floor 838.00 m2
30.6 Fourth Floor 247.00 m2
30.7 Terrace Floor 375.00 m2
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30.8 Machine Room Floor 21.00 m2
31 Plastering- Interior walls
Plastering with Gypsum plaster Brand Gyproc Gypsum plaster (Saint Gobian or equivalent), as per the Green Building
norms mixed with clean water 1:3 (1 cement & 3 sand) at site to make a consistent slurry. Gypsum plaster slurry is then
applied at thickness of 6-12mm, troweled smooth for under side of the slab, finished to true plane without any
imperfections, including cost of materials such as gypsum, etc. and labour charges, hire charges for scaffolding,
watering for curing etc. complete. All works as per the instructions of the site-in-charge.31.1 Cellar Floor 503.00 m2
31.2 Ground Floor 257.00 m2
31.3 First Floor 579.00 m2
31.4 Second Floor 838.00 m2
31.5 Third Floor 838.00 m2
31.6 Fourth Floor 247.00 m2
31.7 Terrace Floor 375.00 m2
31.8 Machine Room Floor 21.00 m2
32 Plastering- Exterior walls, sunshades and drop slabs
Plastering with cement mortar 1:4 (1 cement & 5 sand) 15 mm thick one coat floated hard and trowelled smooth for
outside walls, sunshades and drop slabs finished to true plane without any imperfections, and confining to IS- 1200 part
XII, including cost of materials such as cement, sand and labour charges, hire charges for scaffolding, watering for
curing etc. complete. All works as per the instructions of the site-in-charge.32.1 Cellar Floor 297.00 m2
32.2 Ground Floor 457.00 m2
32.3 First Floor 325.00 m2
32.4 Second Floor 389.00 m2
32.5 Third Floor 389.00 m2
32.6 Fourth Floor 290.00 m2
32.7 Terrace Floor 168.00 m2
32.8 Machine Room Floor 21.00 m2
32.9 Compound wall 432.00 m2
33 Plastering- Inside Walls of Ducts and lift
Plastering with cement mortar 1:4 (1 cement & 4 sand)15 mm thick one coat floated hard and trowelled smooth for
inside walls of ducts and lift finished to true plane without any imperfections, and confining to IS- 1200 part XII, including
cost of materials such as cement, sand and labour charges, hire charges for scaffolding, watering for curing etc.
complete. All works as per the instructions of the site-in-charge.
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33.1 Ground Floor 210.00 m2
33.2 First Floor 210.00 m2
33.3 Second Floor 210.00 m2
33.4 Third Floor 210.00 m2
33.5 Fourth Floor 210.00 m2
34 Cement Flooring
Finishing the floor with cement mortar 1:3 (1 cement and 3 sand) for Cellar floor and ramp area with a nominal thickness
of 20mm after cleaning the surface with wire brush and washing neatly with water, floated hard and trowlled to get
adequate rough surface, finished to true plane without any imperfections, to a neat levelled surface, maintaining sufficient
slope for water exclusion, providing necessary breakers with 25mm thick concrete 1:2:4 (1 cement: 2 sand: 4 aggregate-
6mm size) at ramp area including cost of materials such as cement, sand, all labour and including thread lining
where ever, watering for curing etc.complete. All works as per the instructions of the site-in-charge.34.1 Cellar Floor 474.00 m2
34.2 Ground Floor 245.00 m2
35 Plastering- Over head tanks
Plastering with CM.1:4, 12 mm thick in 2 coats including a finishing coat with neat cement slurry, for the inside and
outside areas of over head water tanks, finished to true plane without any imperfections, neat finishing coat with cement
grout, and confining to IS- 1200 part XII, including cost of materials such as cement, sand, etc, and labour charges,
hire charges for scaffolding, watering, for curing etc. complete. The cost includes water proofing material of approved
brand which is to be added to the plastering mix also. All works as per the instructions of the site-in-charge. 164.00 m2
36 Plastering- Under Ground Water tanks
Plastering with CM.1:4, 12 mm thick in 2 coats including a finishing coat with neat cement slurry, for the inside and
outside areas of Under ground water tanks finished to true plane without any imperfections, neat finishing coat with
cement grout, and confining to IS- 1200 part XII, including cost of materials such as cement, sand and labour
charges, hire charges for scaffolding, watering for curing etc. complete. The cost includes water proofing material which is
to be added to the plastering mix also. All works as per the instructions of the site-in-charge.Under ground water tank 1 (Rain water and fire water tank), Under ground water tank 2 (Drinking water Tank), Sewage
Treatment Plant, Septic tank and soak pit, Collection tank for STP
399.00 m2
37 Roof Top Plastering
Plastering to all terraces of slabs using cement mortar 1:4 and The cost includes water proofing material which is to be
added to the plastering mix also, 12 mm thick one coat including all the cost of materials and labour charges,etc..
Complete. All works as per the instructions of the site-in-charge.
498.00 m2
38 Providing grooves inside and outside
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Providing grooves inside and outside of size 10 mm wide and 6 mm to 10mm deep in cement plaster at lintel or as
instructed to the correct lines and levels and finishing the groove with cement grout etc. complete for all floors including
the cost of cement, sand and all labour charges. All works as per the instructions of the site-in-charge.38.1 Ground Floor 145.00 Rm
38.2 First Floor 110.00 Rm
38.3 Second Floor 150.00 Rm
38.4 Third Floor 150.00 Rm
38.5 Fourth Floor 60.00 Rm
PART E: FLOORING WORKS
39 Providing best quality granite
Providing and laying best quality Granite slab, Brand Black Galaxy or equivalent 25 mm thick of approved colour, make
and patterns in Main lobby areas in all floors including an under layer of cement mortar 1:4 (1 cement:4 coarse sand)
20mm thick and cement slury @ 3.3kg of cement per sqm. finished with flush pointing and edge full rounding, finished
upto polishing, using approved joint filler of matching shade including cost and conveyance of all materials and labour
etc. and confining to IS- 1443, complete as directed by Engineer-in-charge at all levels size of granite minimum 4' X 2 '
costs Rs. 200/sft. All works as per the instructions of the site-in-charge.39.1 Cellar Floor 14.00 m2
39.2 Ground Floor 28.00 m2
39.3 First Floor 28.00 m2
39.4 Second Floor 28.00 m2
39.5 Third Floor 28.00 m2
39.6 Fourth Floor 28.00 m2
39.7 Terrace Floor 28.00 m2
40 Vitrified Tile Laying 11 mm thick
Providing and laying best quality vitrified tiles 11 mm thick of approved colour, make and patterns in flooring skirting,
treads, landings, etc. including an under layer of cement mortar 1:4 (1 cement:4 coarse sand) 20mm thick and cement
slury @3.3kg of cement per sqm.finished with flush pointing using approved joint filler of matching shade, the permissible
limit of VOC for tile adhesives being 65 g/L, and confining to IS- 1443, including cost and conveyance of all materials
and labour etc. complete as directed by Engineer-in-charge at all levels. All tile laying procedures should be done using
10 mm spacers, and spacing gap to be filled approved quality epoxy. Size of tile 120 x 60 cm costs of Rs 120 per sft. All
works as per the instructions of the site-in-charge.40.1 Ground Floor 85.00 m2
40.2 First Floor 329.00 m2
40.3 Second Floor 294.00 m2
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40.4 Third Floor 294.00 m2
40.5 Fourth Floor 332.00 m2
40.6 Terrace Floor 319.00 m2
41 Anti skid ceramic floor Tile Laying for Toilet floors
Providing and laying anti skid ceramic floor tiles 6mm thick of approved colour make and patterns in flooring, skirting,
treads of steps, landing etc.including an underlayer of cement mortar 1:4 (1cement : 4 coars sand )20mm thick and
cement slurry @3.3kg cement per sqm finished with flush pointing using approved joint filler of matching shade, the
permissible limit of VOC for tile adhesives being 65 g/L, and confining to IS- 1443, including cost and coneyance of all
materials and labour etc, complete as directed by Engineer-in-charge at all levels. All tile laying procedures should be
done using spacers, and spacing gap to be filled approved quality epoxy. Size 60 cm x 60 cm costs Rs 75 /sft. All works
as per the instructions of the site-in-charge.41.1 Ground Floor 5.00 m2
41.2 First Floor 5.00 m2
41.3 Second Floor 35.00 m2
41.4 Third Floor 35.00 m2
41.5 Fourth Floor 3.00 m2
41.6 Terrace Floor 23.00 m2
42 Ceramic glazed wall tile Laying
Providing and laying ceramic glazed wall tiles upto a height of 240 cm , 6mm thick of approved colour make and patterns
in flooring ,skirting ,treads of steps,landing etc.including an underlayer of cement mortar 1:4 (1cement : 4 coars sand
)20mm thick and tile adhesive Saint Gobain Weber/ MYK LATICRETE finished with flush pointing using approved joint
filler of matching shade, the permissible limit of VOC for tile adhesives being 65 g/L, and confining to IS- 1443, including
cost and coneyance of all materials and labour etc, complete as directed by Engineer-in-charge at all levels. All tile
laying procedures should be done using spacers, and spacing gap to be filled approved quality epoxy. Size 60 cm x 60 cm
costs Rs 75 /sft. All works as per the instructions of the site-in-charge.42.1 Ground Floor 19.00 m2
42.2 First Floor 25.00 m2
42.3 Second Floor 164.00 m2
42.4 Third Floor 164.00 m2
42.5 Fourth Floor 15.00 m2
42.6 Terrace Floor 109.00 m2
43 Roof top Tile Laying
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Laying of roof tiles for Over deck roof insulation with solar reflective index value greater than or equal to 78 over a water
proofing layer of cement mortar 1:3 and tile adhesive Saint Gobain Weber/ MYK LATICRETE on RCC roof slab at a
minimum gap of 6mm, after laying gaps to be filled with grouting and then curing for 3 days, including all the cost of
meterials and labour charges,etc. Complete. Size 60 cm x 60 cm costs Rs 75 /sft. All works as per the instructions of
the site-in-charge.
498.00 m2
PART F: JOINERY WORKS
UPVC doors, windows & Ventilators
Providing and Fixing, UPVC factory made, Green certified materials, white colour casement/sliding window and door
made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners including drilling
of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 2 ± 0.2
mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100 mm long
fasteners, hardware hinges, Glazing 6-12 mm toughened glass, Brand- Saint Gobian/ equivalent, with a Shading
Cefficient (SC) value 0.51, Solar Heat Gain Coefficient (SHGC) value 0.87 and glazing U-value 5.8W/m2.K., all complete
as per direction of Engineer-in-charge, including the cost of materials and labour. 44 Fully Glazed Door cum Windows with door frame- 3 track Sliding type with 12.5 mm laminated toughened glass
44.1 First Floor 38.00 m2
44.2 Second Floor 40.00 m2
44.3 Third Floor 40.00 m2
44.4 Fourth Floor 57.00 m2
44.5 Terrace Floor 16.00 m2
45 Fully Glazed Door cum Windows without door frame Opanable type with 12 mm toughened glass
45.1 Ground Floor 5.00 m2
45.2 First Floor 7.00 m2
45.3 Terrace Floor 6.00 m2
46 Openable Fully Glazed Windows with 5 mm toughened glass
46.1 First Floor 10.00 m2
46.2 Second Floor 28.00 m2
46.3 Third Floor 28.00 m2
46.4 Fourth Floor 3.00 m2
47 Openable cum Fixed Fully Glazed Windows with 5 mm toughened glass
47.1 First Floor 29.00 m2
47.2 Fourth Floor 46.00 m2
48 Fully Glazed Doors with 12 mm toughened glass
48.1 Ground Floor 6.00 m2
20
48.2 First Floor 21.00 m2
48.3 Fourth Floor 13.00 m2
49 Fixed Glass with 12 mm laminated toughened glass
49.1 Ground Floor 27.00 m2
49.2 First Floor 8.00 m2
49.3 Fourth Floor 9.00 m2
49.4 Terrace Floor 9.00 m2
49.5 Main stair- Glazing 52.00 m2
49.6 Fire stairs- Glazing 85.00 m2
50 Ventilators with 5 mm toughened glass
50.1 Ground Floor 1.00 m2
50.2 First Floor 1.00 m2
50.3 Second Floor 5.00 m2
50.4 Third Floor 5.00 m2
50.5 Fourth Floor 0.50 m2
50.6 Terrace Floor 2.00 m2
51 Duct Doors with 5 mm toughened glass
51.1 Cellar Floor 5.00 m2
51.2 Ground Floor 18.00 m2
51.3 First Floor 18.00 m2
51.4 Second Floor 18.00 m2
51.5 Third Floor 18.00 m2
51.6 Fourth Floor 18.00 m2
51.7 Terrace Floor 6.00 m2
52 Veneer doors
Door frame 20 cm x 3.5 cm, HDF Profile and Door 40 mm thick of approved design, both door frames and doors- both
sides Teak Veneer Flowery Grains Horizontal pattern Flush door with Teak Veneer Flowery Veneer Wrapped Engineered
Jamb with One side 45mm Architrave and Other side Tacker. All with Lacquer Polish, 4 side PVC Lipping, Lock Hole
Boring, Hinge Rebate cutting (4 Nos.), Core filling. Jamb width 100mm, Door hinges - 5" bearing type, SS Towerbolts -
Approved Brand, Lock Front doors - Approved brand, Internal doors - Approved brand Mortice lock. The rate including all
cost of materials and labour. Complete. All works as per the instructions of the site-in-charge.52.1 Ground Floor 2.00 m2
52.2 First Floor 2.00 m2
52.3 Second Floor 28.00 m2
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52.4 Third Floor 28.00 m2
52.5 Fourth Floor 4.00 m2
52.6 Terrace Floor (Lintel ht- 210 cm) 11.00 m2
53 Veneer Doors For Toilets
Door Frame 10 x 3.5 cm, PVC Profile and Door 40 mm thick of approved design, both door frames and doors- both side
Dark Walnut coloured Laminate (Horizontal) Flush Door with PVC Wrapped WPC Jamb with one side 65mm Architrave
other side Tacker. 4 side PVC Lipping, Lock hole boring, Hinge rebate cutting (4 nos.), core filling - Jamb width 100 mm,
Door hinges - 5" bearing type, SS Towerbolts - Approved Brand, Mortice lock of approved brand. The rate including all
cost of materials and labour. Complete. All works as per the instructions of the site-in-charge.53.1 Ground Floor 3.00 m2
53.2 First Floor 4.00 m2
53.3 Second Floor 18.00 m2
53.4 Third Floor 18.00 m2
53.5 Fourth Floor 2.00 m2
53.6 Terrace Floor (Lintel ht- 210 cm) 7.00 m2
54 Grill Works
Fabricating and fixing MS Grills of 12 mm size for Openable Glazed Windows, Openable cum Fixed Glazed Windows and
ventilators, as per the approved design, including all the cost of meterials and labour charges,etc.. Complete. All
works as per the instructions of the site-in-charge.54.1 Ground Floor 1.00 m2
54.2 First Floor 40.00 m2
54.3 Second Floor 34.00 m2
54.4 Third Floor 34.00 m2
54.5 Fourth Floor 49.00 m2
54.6 Terrace Floor 2.00 m2
55 Rolling Shutters
Supplying and fixing rolling shutters with grill at middle portion, of approved make painted with two coats of anticorrossive
yellow zinc chromate primer and two coats of synthetic enamel paint made of 80 x 1.25 mm MS laths interlocked together
through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with
brackets , side guides and arrangements for inside and outside locking with mechanical device chain and crank
operations complete including the cost of providing and fixing necessary top cover made of 1.25 mm MS sheet etc., and
confining to IS-6248, complete including cost and conveyance of all materials and labour as per specifications and as
directed by Engineer in charge.Cellar Floor 28.00 m2
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PART G: PAINTING WORKS
56 Interior Ceiling Painting
Over all plastered surfaces of inside ceiling, 1 coat cement primer, 2 coats of exterior putty and then, putty cutting and
papering, then 2 coats of approved colour and quality Premium Emulsion (Brand- Nippon/ Nerolac/ Dulux/ Asian/ Berger),
finish, and confining to IS-15489, including all the cost of materials and labour charges, etc. Complete. All works as
per the instructions of the site-in-charge.56.1 Cellar Floor 637.00 m2
56.2 Ground Floor 642.00 m2
56.3 First Floor 628.00 m2
56.4 Second Floor 623.00 m2
56.5 Third Floor 623.00 m2
56.6 Fourth Floor 65.00 m2
56.7 Terrace Floor 65.00 m2
56.8 Machine Room Floor including water tanks 174.00 m2
57 Interior Ceiling Painting
Over all gypsum plastered surfaces of inside ceiling, 2 coats of approved colour and quality with No or Low VOC Emulsion
with permissible VOC Limit for Glossy paints 150 g/L and for Mat paints 50 g/L (Brand- Nippon/ Nerolac/ Dulux/
Asian/Berger), finish, including all the cost of materials and labour charges, etc.. Complete. All works as per the
instructions of the site-in-charge.57.1 Cellar Floor 637.00 m2
57.2 Ground Floor 642.00 m2
57.3 First Floor 628.00 m2
57.4 Second Floor 623.00 m2
57.5 Third Floor 623.00 m2
57.6 Fourth Floor 65.00 m2
57.7 Terrace Floor 65.00 m2
57.8 Machine Room Floor including water tanks 174.00 m2
58 Interior Walls Painting
Over all plastered surfaces of inside walls, 1 coat cement primer, 2 coats of exterior putty and then, putty cutting and
papering, then 2 coats of approved colour and quality Premium Emulsionand for Mat paints 50 g/L (Brand- Nippon/
Nerolac/ Dulux/ Asian/ Berger), finish, and confining to IS-15489, including all the cost of materials and labour
charges, etc. Complete. All works as per the instructions of the site-in-charge.58.1 Cellar Floor 503.00 m2
58.2 Ground Floor 257.00 m2
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58.3 First Floor 579.00 m2
58.4 Second Floor 838.00 m2
58.5 Third Floor 838.00 m2
58.6 Fourth Floor 247.00 m2
58.7 Terrace Floor 375.00 m2
58.8 Machine Room Floor 21.00 m2
59 Interior Walls Painting
Over all gypsum plastered surfaces of inside walls, 2 coats of approved colour and quality with No or Low VOC Emulsion
with permissible VOC Limit for Glossy paints 150 g/L and for Mat paints 50 g/L (Brand- Nippon/ Nerolac/ Dulux/ Asian/
Berger), finish, including all the cost of materials and labour charges, etc.. Complete. All works as per the instructions
of the site-in-charge.59.1 Cellar Floor 503.00 m2
59.2 Ground Floor 257.00 m2
59.3 First Floor 579.00 m2
59.4 Second Floor 838.00 m2
59.5 Third Floor 838.00 m2
59.6 Fourth Floor 247.00 m2
59.7 Terrace Floor 375.00 m2
59.8 Machine Room Floor 21.00 m2
60 Exterior Painting
Over all exterior plastered surfaces of ceiling, applying 1 coat primer, 2 coats Exterior wall putty, then, putty cutting and
papering, and then applying 1 coat Primer and 2 coats weather proof, anti-fungal Premium Emulsion of approved colour
and quality, (Brand- Nippon/ Nerolac/ Dulux/ Asian/ Berger) finish, and confining to IS-15489, including all the cost of
materials and labour charges, etc.. Complete. All works as per the instructions of the site-in-charge.60.1 Cellar Floor 297.00 m2
60.2 Ground Floor 889.00 m2
60.3 First Floor 325.00 m2
60.4 Second Floor 389.00 m2
60.5 Third Floor 389.00 m2
60.6 Fourth Floor 290.00 m2
60.7 Terrace Floor 168.00 m2
60.8 Machine Room Floor 21.00 m2
61 Inside Ducts Painting
24
Over all inside ducts plastered surfaces of ceiling, applying 1 coat primer, then, putty cutting and papering, and then
applying 1 coat Primer and 2 coats Premium Emulsion of approved colour and quality, (Brand- Nippon/ Nerolac/ Dulux/
Asian/ Berger) finish, and confining to IS-15489, including all the cost of materials and labour charges, etc..
Complete. All works as per the instructions of the site-in-charge.61.1 Ground Floor 210.00 m2
61.2 First Floor 210.00 m2
61.3 Second Floor 210.00 m2
61.4 Third Floor 210.00 m2
61.5 Fourth Floor 210.00 m2
62 Enamel painting to Wooden doors
Applying 1 coat Epoxy Primer and 2 coats Enamel painting to all window grills, finish, and confining to IS-2932, the rate to
include all the cost of materials and labour charges, etc. Complete. All works as per the instructions of the site-in-
charge.62.1 Ground Floor 1.00 m2
62.2 First Floor 40.00 m2
62.3 Second Floor 34.00 m2
62.4 Third Floor 34.00 m2
62.5 Fourth Floor 49.00 m2
62.6 Terrace Floor 2.00 m2
63 Compound Wall Painting
Over all exterior plastered surfaces of ceiling, applying 1 coat primer, 2 coats Exterior wall putty, then, putty cutting and
papering, and then applying 1 coat Primer and 2 coats Emulsion of approved colour and quality, (Brand- Nippon/ Nerolac/
Dulux/ Asian/ Berger) finish, and confining to IS-15489, including all the cost of materials and labour charges, etc..
Complete. All works as per the instructions of the site-in-charge.
456.00 m2
PART H : WATER PROOFING
64 Water proofing
Water proofing (Brand- BASF, Fosroc) to all plastered surfaces of Cellar floor slab, Collection tank in the cellar floor,
Overhead Water tanks and Under ground water tanks and confining to IS-3067. Remove all loose particles, loose
plastering if any, clean the surface thoroughly. Seal the pipes outer with non-shrink cement grout and allow to dry, Seal
the honey combs, wall and floor junction and cracks, if any, with SBR modified cement mortar. Apply one coat of Brush
Bond (Two component acrylic modified cementitios coating for concrete and masonary surface manufactured byM/s
Fosroc Chemicals India Ltd). Further apply one more coat of Brush Bond perpendicular to first coat. Curing to be done for
at-least 7 days. The cost including all the materials and labour. Complete. All works as per the instructions of the site-
in-charge.
25
64.1 Cellar Floor 828.00 m2
64.2 Ground Floor 25.00 m2
64.3 First Floor 30.00 m2
64.4 Second Floor 199.00 m2
64.5 Third Floor 199.00 m2
64.6 Fourth Floor 18.00 m2
64.7 Terrace Floor 131.00 m2
64.8 Machine Room Floor 164.00 m2
PART I : MISCELLANEOUS
65 Backfilling earth
Filling with available earth at site which have been excavated from the site, in layers, wherever needed and filling the site
with the top fertile soil that had been stockpiled as the top layer, including levelling with wooden floats and watering to
optimum moisture content, and tamping with heavy tampers/ rollers/ earth rammers to perfect compaction cost including
all materials and labour charges for tampers, rollers etc. as directed for all leads and lifts. All works as per the
instructions of the site-in-charge.
345.00 m3
66 Supplying and Fixing Stainless Steel chicken mesh
Supplying and fixing in position Stainless Steel chicken mesh of mesh opening not more than 20 mm and mesh strip cut
to width of 20 cm and fixing to joints between the masonry and concrete and fixing the mesh to them with appropriate
fixture tight in both directions and flat sittings including the cost of all materials and labour, complete. All works as per
the instructions of the site-in-charge.66.1 Cellar Floor 75.00 Rm
66.2 Ground Floor 450.00 Rm
66.3 First Floor 530.00 Rm
66.4 Second Floor 540.00 Rm
66.5 Third Floor 540.00 Rm
66.6 Fourth Floor 400.00 Rm
66.7 Terrace Floor 200.00 Rm
66.8 Machine Room Floor 120.00 Rm
67 Water cutting and beading
Water cutting and beading to sun shades and slab projections for all floors.The rate to include all cost of materials and
labour charges. All works as per the instructions of the site-in-charge.
500.00 Rm
TOTAL [A]
26
1874.00 m3
2408.42 m2
SIGNATURE OF THE BIDDER Owner
CREDIT [B]:
Credit for the cost of surplus soil after back filling the site, which had been excavated from the site and removing and taking from
the ite premises, including excavation.
BPCL Kochi Refinery Employees’
Co-operative Credit Society Ltd E213,
Ambalamugal, Ernakulam, Kerala
I/We hereby declare that l/we have read and understood the above instructions and the terms and conditions mentioned above are binding on me/us throughout the project
Place :
Date :
The obtained value [E], is the value of construction cost of the building per m2, which is to be quoted in the e-tender portal as the construction rate of the building.
