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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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