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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

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Page 1: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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

Page 2: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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:

Page 3: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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.

Page 4: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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

Page 5: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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

Page 6: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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

Page 7: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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

Page 8: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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

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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

Page 10: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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

Page 11: VOLUME III PRICE BIDengineeringprojects.com/Tender/UploadFiles/3289_VOLUME-III.pdf · Boring, providing and installation bored cast-in-situ under reamed piles reinforced cement concrete

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

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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