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AN ISO 9001 & 14001 COMPANY
TENDER DOCUMENT
TENDER No: EPI/WRO/CON/757/0126
FOR
Piling and Sub Structure Works for Construction of District Head
Quarter Hospital (DHH) with 100 bedded Mother Child Hospital (MCH) and Infectious block building at Kendrapara, Odisha state
(Pkg I)
VOLUME – III
PRICE BID
SI. No. DESCRIPTIONESTIMATED COST
(Rs.)
1 2 3 4 5
In figures In words In figures In words
1 Piling and Sub Structure Works 105,525,048
105,525,048
(In Figures)_____________________________________________________________________________________________________________________
(In Words)______________________________________________________________________________________________________________________
Seal & Signature of EPIL
ENGINEERING PROJECTS (INDIA) LTD.
(A GOVERNMENT OF INDIA ENTERPRISE)
QUOTING SHEET FOR BIDDERS
Name of work: Piling and Sub Structure Works for Construction of District Head Quarter Hospital (DHH), Mother Child Hospital (MCH) and Infectious Block Building at Kendrapara, Odisha state.
NIT No. EPI/WRO/CON/757/
TO BE QUOTED BY TENDERER
Seal & Signature of Bidder
% (-) BELOW/ AT PAR
AMOUNT IN Rs. AFTER ADDING %
(-) BELOW / AT PAR
6
Total Tender Cost
BIDDERS FINANCIAL OFFER:
SR
NO.DESCRIPTION
IN FIG
1District Head Quarters Hospitals
(DHH)54808259
2 Mother Chilld Hospital (MCH) 29673445
3 Infectious Block Building 21043344
TOTAL 105525048
ENGINEERING PROJECTS (INDIA) LTD.
(A GOVERNMENT OF INDIA ENTERPRISE)
NAME OF PROJECT: Piling and Sub Structure Works for Construction of District
Head Quarter Hospital (DHH) with 100 bedded Mother Child Hospital (MCH) and
Infectious block building at Kendrapara
SUMMARY
AMOUNT IN Rs.
Sl
noDescription Qty Unit Rate Amount
1
Surface dressing of the ground including removing
vegetation and inequalities not exceeding 15 cm deep and
disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil.
3170.00 sqm 11.00 34870.00
2
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or
drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift
upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a
lead of 50 m.
All kinds of soil. 4124.25 cum 99.00 408300.75
3
Close timbering in trenches including strutting, shoring and
packing cavities (wherever required) complete.
(Measurements to be taken of the face area timbered).
Depth not exceeding 1.5 m 357.75 sqm 77.00 27546.75
4
Boring, providing and installation bored cast-in-situ under
reamed piles reinforced cement concrete piles of garde M-25
of specified diameter and length below pile cap, to carry a
safe working load not less than specified, excluding the cost
of steel reinforcement but including the cost of boring with
bentonite solution and temporary casing of appropriate length
for setting out and removal of same and the length of the pile
to be embedded in the pile cap etc. by Crawler mounted,
telescopic boom hydraulic pilling Rig all complete, including
removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tube well boring machine
shall not be used.
600 mm dia piles 11802.00 Mtr 2495.00 29445990.00
5
Vertical load testing of piles in accordance with IS 2911
(Part IV) including installation of loading platform by
Kentledge/Anchor piles method and preparation of pile
head or construction of test cap and dismantling of test
cap after test etc. complete as per specification & the
direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried
out by Dynamic method of testing.
Note: 2. Testing agency shall submitt the design of loading
platform for the approval of Engineer-in-charge.
Single pile upto 50 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity) 1.00Per
test34706.00 34706.00
6Single pile above 50 tonne and upto 100 tonne Safe
capacity
Routine test (Test Load 1.5 times the Safe capacity) 1.00Per
test24043.00 24043.00
ABSTRACT OF COST FOR CONSTRUCTION OF DISTRICT HEAD QUARTER HOSPITAL(DHH) AT KENDRAPARA
Sl
noDescription Qty Unit Rate Amount
ABSTRACT OF COST FOR CONSTRUCTION OF DISTRICT HEAD QUARTER HOSPITAL(DHH) AT KENDRAPARA
7 Group of two or more piles upto 50 tonne Safe capacity
Routine test (Test Load 1.5 times the Safe capacity) 1.00Per
test30838.00 30838.00
8
Supplying and filling in plinth with sand under floors,
including watering, ramming, consolidating and dressing
complete.
8105.17 cum 540.00 4376789.91
9
Providing & injecting chemical emulsions for pre-
constructional anti-termite treatment & creating a chemiol
barier bottom & sides of foundation trenches top surface of
plinth filling of junction of walls & floors along with external
perimeter of the building using approved quality of
chemical as per direction of E-I-C
1600.00 sqm 79.00 126400.00
10
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)300.81 cum 3510.00 1055850.12
11
Providing and laying damp-proof course 50mm thick with
cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III)
: 4 graded stone aggregate 20mm nominal size).
200.60 sqm 283.00 56769.80
REINFORCED CEMENT CONCRETE
12
Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement concrete
for reinforced cement concrete work, using cement content
as per approved design mix, including pumping of concrete
to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including
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 Engineer-in-charge.“(Note :- Cement
content considered in this item is @ 330 kg/cum.“Excess/
less cement used as per design mix is
payable/recoverable separately).
Extra for providing richer mixes at all floor levels.
Note:- Excess/less cement over the specified cement
content used is payable /recoverable separately.
Providing M-30 grade concrete instead of M-25 grade
BMC/ RMC. (Note:- Cement content considered in M-30 is
@ 340 kg/ cum) All works upto plinth level
24.99 cum 5735.00 143321.44
Sl
noDescription Qty Unit Rate Amount
ABSTRACT OF COST FOR CONSTRUCTION OF DISTRICT HEAD QUARTER HOSPITAL(DHH) AT KENDRAPARA
13
Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement concrete
for reinforced cement concrete work, using cement content
as per approved design mix, including pumping of concrete
to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including
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 Engineer-in-charge.“(Note :- Cement
content considered in this item is @ 330 kg/cum.“Excess/
less cement used as per design mix is
payable/recoverable separately).
All works upto plinth level 2781.16 cum 5310.00 14767944.05
14
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete upto plinth level(Excluding supply so
steel).
Thermo-Mechanically Treated bars 641870.72 kg 5.50 3530288.95
15Centering and shuttering including strutting, propping etc.
and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass
concrete185.93 sqm 108.00 20079.90
16Centering and shuttering including strutting, propping etc.
and removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts 209.01 sqm 333.00 69601.53
17Lintels, beams, plinth beams, girders, bressumers and
cantilevers1383.89 sqm 261.00 361194.90
BRICK WORK
18Brick work with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) 79.60 cum 3690.00 293724.00
TOTAL 54808259.09
Sl
noDescription Qty Unit Rate Amount
1
Surface dressing of the ground including removing vegetation
and inequalities not exceeding 15 cm deep and disposal of
rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil. 1545.00 sqm 11 16995.00
2
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on plan), including dressing
of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated
soil as directed, within a lead of 50 m.
All kinds of soil. 1620.00 cum 99 160380.00
3
Close timbering in trenches including strutting, shoring and
packing cavities (wherever required) complete. (Measurements
to be taken of the face area timbered).
Depth not exceeding 1.5 m 282.15 sqm 77 21725.55
4
Boring, providing and installation bored cast-in-situ under
reamed piles reinforced cement concrete piles of garde M-25 of
specified diameter and length below pile cap, to carry a safe
working load not less than specified, excluding the cost of steel
reinforcement but including the cost of boring with bentonite
solution and temporary casing of appropriate length for setting
out and removal of same and the length of the pile to be
embedded in the pile cap etc. by Crawler mounted, telescopic
boom hydraulic pilling Rig all complete, including removal of
excavated earth with all its lifts and leads (length of pile for
payment shall be measured up to bottom of pile cap). Note:
Truck Mounted rotary/TMR/Tube well boring machine shall not
be used.
600 mm dia piles 6510.00 Mtr 2495 16242450.00
5
Vertical load testing of piles in accordance with IS 2911 (Part IV)
including installation of loading platform by Kentledge/Anchor
piles method and preparation of pile head or construction of test
cap and dismantling of test cap after test etc. complete as per
specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by
Dynamic method of testing.
Note: 2. Testing agency shall submitt the design of loading
platform for the approval of Engineer-in-charge.
Single pile upto 50 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity) 1.00 Per test 34706 34706.00
6 Single pile above 50 tonne and upto 100 tonne Safe capacity
Routine test (Test Load 1.5 times the Safe capacity) 1.00 Per test 24043 24043.00
7 Group of two or more piles upto 50 tonne Safe capacity
Routine test (Test Load 1.5 times the Safe capacity) 1.00 Per test 30838 30838.00
8Supplying and filling in plinth with sand under floors, including
watering, ramming, consolidating and dressing complete.
4207.36 cum 540 2271974.40
9
Providing & injecting chemical emulsions for pre-constructional
anti-termite treatment & creating a chemiol barier bottom &
sides of foundation trenches top surface of plinth filling of
junction of walls & floors along with external perimeter of the
building using approved quality of chemical as per direction of E-
I-C
ABSTRACT OF COST FOR CONSTRUCTION OF 100 BEDED MOTHER CHILD HOSPITAL (MCH) , AT KENDRAPARA
Sl
noDescription Qty Unit Rate Amount
ABSTRACT OF COST FOR CONSTRUCTION OF 100 BEDED MOTHER CHILD HOSPITAL (MCH) , AT KENDRAPARA
1266.00 sqm 79 100014.00
10
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All work
up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)144.68 cum 3510 507826.80
11
Providing and laying damp-proof course 50mm thick with
cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4
graded stone aggregate 20mm nominal size).
98.05 sqm 283 27748.72
REINFORCED CEMENT CONCRETE
12
Providing and laying in position machine batched and machine
mixed design mix M-25 grade cement concrete for reinforced
cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing and
reinforcement, including 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 Engineer-in-charge.“(Note :-
Cement content considered in this item is @ 330
kg/cum.“Excess/ less cement used as per design mix is
payable/recoverable separately).
Extra for providing richer mixes at all floor levels.
Note:- Excess/less cement over the specified cement content
used is payable /recoverable separately.
Providing M-30 grade concrete instead of M-25 grade BMC/
RMC. (Note:- Cement content considered in M-30 is @ 340 kg/
cum) All works upto plinth level
15.32 cum 5735 87886.93
13
Providing and laying in position machine batched and machine
mixed design mix M-25 grade cement concrete for reinforced
cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing and
reinforcement, including 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 Engineer-in-charge.“(Note :-
Cement content considered in this item is @ 330
kg/cum.“Excess/ less cement used as per design mix is
payable/recoverable separately).
All works upto plinth level 1426.19 cum 5310 7573066.89
14
Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete
upto plinth level(Excluding supply so steel).
Thermo-Mechanically Treated bars 391401.41 kg 6 2152707.74
15Centering and shuttering including strutting, propping etc. and
removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete 185.93 sqm 108 20079.90
16Centering and shuttering including strutting, propping etc. and
removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts 131.73 sqm 333 43867.29
Sl
noDescription Qty Unit Rate Amount
ABSTRACT OF COST FOR CONSTRUCTION OF 100 BEDED MOTHER CHILD HOSPITAL (MCH) , AT KENDRAPARA
17Lintels, beams, plinth beams, girders, bressumers and
cantilevers682.61 sqm 261 178160.37
18Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.99.60 sqm 315 31374.00
BRICK WORK
19Brick work with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) 40.00 cum 3690 147600.00
TOTAL 29673444.58
Sl no Description Qty Unit Rate Amount
1
Surface dressing of the ground including removing
vegetation and inequalities not exceeding 15 cm deep
and disposal of rubbish, lead up to 50 m and lift up to 1.5
m.
All kinds of soil. 1230.00 sqm 11.00 13,530.00
2
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or
drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift
upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a
lead of 50 m.
All kinds of soil.
445.50 cum 99.00 44,104.50
3
Close timbering in trenches including strutting, shoring
and packing cavities (wherever required) complete.
(Measurements to be taken of the face area timbered).
Depth not exceeding 1.5 m 276.75 sqm 77.00 21,309.75
4
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded
stone aggregate 40 mm nominal size)
87.00 cum 3,510.00 305,370.00
5
Providing and laying damp-proof course 50mm thick with
cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-
III) : 4 graded stone aggregate 20mm nominal size).
78.35 sqm 283.00 22,171.64
6
Supplying and filling in plinth with sand under floors,
including watering, ramming, consolidating and dressing
complete.
2712.77 cum 540.00 1,464,894.72
7
Boring, providing and installation bored cast-in-situ
reinforced cement concrete piles of garde
M-25 of specified diameter and length below pile cap, to
carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the
cost of boring with bentonite solution and temporary
casing of appropriate length for setting out and removal of
same and the length of the pile to be embedded in the
pile cap etc. by Crawler mounted, telescopic boom
hydraulic pilling Rig all complete, including removal of
excavated earth with all its lifts and leads (length of pile
for payment shall be measured up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tube well boring
machine shall not be used.
600 mm dia piles 4074.00 Mtr 2,495.00 10,164,630.00
8
Vertical load testing of piles in accordance with IS 2911
(Part IV) including installation of loading platform by
Kentledge/Anchor piles method and preparation of pile
head or construction of test cap and dismantling of test
cap after test etc. complete as per specification & the
direction of Engineer in-charge.
ABSTRACT OF COST FOR CONSTRUCTION OF INFECTIOUS BLOCK BUILDING HOSPITAL
Sl no Description Qty Unit Rate Amount
ABSTRACT OF COST FOR CONSTRUCTION OF INFECTIOUS BLOCK BUILDING HOSPITAL
Note: 1. Initial and Routine Load Test shall not be carried
out by Dynamic method of testing.
Note: 2. Testing agency shall submitt the design of
loading platform for the approval of Engineer-in-charge.
Single pile upto 50 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity)
1.00 Each 34,706.00 34,706.00
9Single pile above 50 tonne and upto 100 tonne Safe
capacity
Routine test (Test Load 1.5 times the Safe capacity)
1.00 Each 24,043.00 24,043.00
10 Group of two or more piles upto 50 tonne Safe capacity
1.00 Per test 30,838.00 30,838.00
11
Providing & injecting chemical emulsions for pre-
constructional anti-termite treatment & creating a chemiol
barier bottom & sides of foundation trenches top surface
of plinth filling of junction of walls & floors along with
external perimeter of the building using approved quality
of chemical as per direction of E-I-C
870.00 sqm 79.00 68,730.00
13
Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement concrete
for reinforced cement concrete work, using cement
content as per approved design mix, including pumping of
concrete to site of laying but excluding the cost of
centering, shuttering, finishing and reinforcement,
including 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 Engineer-in-charge.“(Note :- Cement
content considered in this item is @ 330 kg/cum.“Excess/
less cement used as per design mix is
payable/recoverable separately).
Extra for providing richer mixes at all floor levels.
Note:- Excess/less cement over the specified cement
content used is payable /recoverable separately.
Providing M-30 grade concrete instead of M-25 grade
BMC/ RMC. (Note:- Cement content considered in M-30
is @ 340 kg/ cum) All works upto plinth level
11.35 cum 5,735.00 65,112.32
14
Providing and laying in position machine batched and
machine mixed design mix M-25 grade cement concrete
for reinforced cement concrete work, using cement
content as per approved design mix, including pumping of
concrete to site of laying but excluding the cost of
centering, shuttering, finishing and reinforcement,
including 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 Engineer-in-charge.“(Note :- Cement
content considered in this item is @ 330 kg/cum.“Excess/
less cement used as per design mix is
payable/recoverable separately).
All works upto plinth level 1236.52 cum 5,310.00 6,565,933.91
Sl no Description Qty Unit Rate Amount
ABSTRACT OF COST FOR CONSTRUCTION OF INFECTIOUS BLOCK BUILDING HOSPITAL
19
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position and
binding all complete upto plinth level(Excluding supply so
steel).
Thermo-Mechanically Treated bars
294393.00 kg 5.50 1,619,161.48
21Centering and shuttering including strutting, propping etc.
and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass
concrete
148.50 sqm 108.00 16,038.00
25Lintels, beams, plinth beams, girders, bressumers and
cantilevers
506.23 sqm 261.00 132,126.03
26Centering and shuttering including strutting, propping etc.
and removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts
744.64 sqm 333.00 247,965.12
30Walls (any thickness) including attached pilasters,
butteresses, plinth and string courses etc.
193.60 sqm 315.00 60,984.00
33Brick work with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
38.40 cum 3,690.00 141,696.00
21,043,344.47