DEVELOPMENT OF MULAPETA PORT BOQ FOR APPROACH TRUSTLE AND COAL BERTH
S No. Brief Item Description Qty. Unit Rate (Rs) Amount (Rs.)
APPROACH TRUSTLE AND COAL BERTH
1.0 Pile Foundation
Shifting and positioning the JUB at pile
Location and installing the pile bracings to
connect each pile.
1.1
a) 8mm thk. for ID 1000mm 90 Nos. -
b) 8mm thk. for ID 1200mm 88 Nos. -
c) 8mm thk. for ID 1400mm 88 Nos. -
Fabricate Liners from MS plates of
following diameter and thickness with with
stiffners and bottom shoe with proper
alignment including transport to site,
1.2 pitching in position to alignment with
necessary guide arrangement.
a) 8mm thk. for ID 1000mm 257 MT -
b) 8mm thk. for ID 1200mm 565 MT -
c) 8mm thk. for ID 1400mm 654 MT -
Driving fabricated Liner to true vertical
alignment From Sea bed level to required
depth or refusal by vibro method, including
extension of liners by welding complete as
per drawing, standard specification and as
1.3 directed by engineer.
a) 8mm thk. for ID 1000mm 1,085 RMT -
b) 8mm thk. for ID 1200mm 2,386 RMT -
c) 8mm thk. for ID 1400mm 2,367 RMT -
Boring from sea bed level / ground level up
to founding level through all types of soil
strata including disposal of excavated
material, stabilizing unlined soil using
bentonite or any other approved method
providing all necessary labour, materials,
plant, tools and machinery, working platform
1.4 etc. complete and as per standard
specification and as directed by Engineer in
Charge.
a) 1000mm dia piles 2,364 RMT -
b) 1200mm dia piles 2,863 RMT -
c) 1400mm dia piles 2,854 RMT -
Cutting, bending ,shifting and placing in
position Fe500D reinforcement cage
including straightening, welding with
approved electrodes ,Providing cover
blocks etc. with all labour and material all
complete as per drawing, standard
1.5 specification and as directed by engineer 1,090 MT -
in charge. All Form RIngs, Laps, Lifting
Hooks etc. shall be paid as per approved
BBS. (1000mm, 1200mm and 1400 Dia
piles)
S No. Brief Item Description Qty. Unit Rate (Rs) Amount (Rs.)
Placing in position of design mix concrete
required grade in pile shaft upto 1m above
C.O.L by means of tremmie and by approved
method including cost of all labour,
material, equipment complete and will be
measured from C.O.L. to Founding Level
as per drawing, standard specification and
1.6 10,162 Cum -
as directed by engineer in charge.Including
extension of concrete pipe line as
required (1000mm, 1200mm and 1400mm
Dia Piles)
Cutting the liner at cut off level and Dressing
Pile head up to to cut-off level as per
standard specification and as as directed by
engineer in charge. Liner cutting pices shall
be shifted to land and stored at designated
area and resuse of Useful pieces as per
1.7 Engineer - in- charge.
a) 1000mm dia piles 90 Nos. -
b) 1200mm dia piles 88 Nos. -
c) 1400mm dia piles 88 Nos. -
2.0 Superstructure Works
Placing in position of precast Elements like
pile muffs cross beams longitudinal / cranes
beams and service duct unit and placing all
type of incerts, expansion joints and
compacting, curing of concrete complete
2.1 including all labour as per drawing, 8,263 Cum -
standard specification and as directed by
engineer in charge.
Placing in position of in-situ concrete in
precast adjoining connections in pile muffs
cross beams longitudinal / cranes beams and
service duct unit and placing all type of
incerts, expansion joints and compacting,
2.1 curing of concrete complete including gap 3,995 Cum -
filling between precast elements with all
labour as per drawing, standard
specification and as directed by engineer in
charge.
Laying in position in-situ concrete in wearing
coat 75mm thick for super structure with
2.2 propper slopes and placing of drain sprouts. 900 Cum -
S No. Brief Item Description Qty. Unit Rate (Rs) Amount (Rs.)
Cutting, bending and placing in
position Fe500D reinforcement cage
including straightening, welding with
approved electrodes Providing cover
blocksetc. with all labour and material all
complete as per drawing, standard
2.3 specification and as directed by engineer 400 MT -
in charge. All Form RIngs, Laps, Lifting
Hooks etc. shall be paid as per approved
BBS. in beams and superstructure
3.0 Deck Furnitures & Fixtures
Fixing in position expansion joints in the
deck as shown in drawing and as
specified, including galvanized angle,
tees, plates, holdfasts, anchoring bolts,
3.1 bars or flats of required dimensions 61 RMT -
with necessary cutting, bending & welding as
directed by Engineer-in-charge.(Supply of
expansion joints Material by VSE)
Fixing in position drainage spout
arrangements with PVC pipe fixed as per
drawing and as per standard specifications
3.2 etc.complete.(Supply of drainage spout by 65 RMT -
VSE)
Fixing in position MS Hand rail posts and
Hand railing including paint with surface
prepration by copper slag/Sand blasting SA
2.5 (50-70 micron) and one coat of
inorganic zinc silicate primer with zinc
containt 80% to 90% (total DFT 50 to 75
microns) and one coat of high build MIO (DFT
100 micron) and one final coat of aliphatic
acrylic PU1 (DFT 100 micron) of approved
3.3 make and colour etc. and all fixtures as per 731 R.mt -
drawing, standard specification and as
directed by Engineer in charge (Height of
ISMC 150 post 1.1m height @ 2m c/c
spacing; top & middle pipe 40NB) (Supply of
MS Hand rail posts by VSE)
Fixing in position Super Cone fendering
system consisting of SCN 1600 F1.9
including necessary work with high tensile
galvanized wrought iron chains, shakles,
3.4 frontal frame, anchor bolts, hooks and 14 Nos. -
other fixtures, painting etc complete.
Fenders with all Accessories shall be supplied
by
VSPL as FIM.
S No. Brief Item Description Qty. Unit Rate (Rs) Amount (Rs.)
Fixing cast iron bollards of max 150t
capacity kidney shaped with base plates,
HT anchor bolts of appropriate length, nuts
washer etc. complete as per drawing,
3.5 standard specification and as directed by 14 Nos. -
engineer in charge. Bollard with all
Accessories shall be supplied by VSPL as FIM.
Fixing of Rubber-moulded Steel Ladder along
with inserts & hand holds as per drawing,
standard specification and as directed by
3.6 engineer in charge. Rubber-moulded Ladder 10 Nos. -
with all Accessories shall be supplied by
VSPL as FIM.
Fixing of inserts for Crane Rails and rail fixing
system complete as per standard
specifications. Crane Rail Accessories like
3.7 1,620 RM -
boltsnuts etc. will be supplied by VSPL as
FIM.
Providing & Fixing Edge angle (ISA 60 x 60 x
6) for Crane rails including MS lugs (10mm
dia.) @ 250mm c/c, all duly galvanized (120
3.8 microns) as per standard specifications. 1,800 RM -
(Supply of Edge angle rail posts by VSE)
Fixing in position rubbing strip made out
of 250mm dia. MS pipe of 8mm wall thick,
galvanized with lugs at the edge of the deck
for the entire berthing face length as per
3.9 details shown in drawing 300 R.mt -
and as directed by Engineer in Charge.
(Supply of rubbing strip by VSE)
Providing & fixing in position stainless steel
150mm ID mooring rings made out of 32 dia
3.10 stainless steel bar and 32 mm dia stainless 20 Nos. -
steel 'U' bolt. (Supply of mooring rings by
VSE)
TOTAL Item No. 1 -3 -
4.0 Local Fabrication
Pontoons, Walkway & bracings and any 100 MT
4.1 other temporary items as directed by -
Enigineer In Charge
GRAND TOTAL -
Precast Elements for Coal Berth Precast Elements for Approach Trestle
Type Element No's Lifting weight Type Element No's
PM-1 22 5 PM-1 29
PM-2 15 5 PM-2 29
PM-3 22 6 PM-3 29
PILE MUFFS
PM-4 9 10 PM-4 1
PM-5 7 7 PM-5 1
PM-6 3 12 PM-6 1
PM-7 1 13 LB-1 26
PM-7A 1 13 LB-1A 26
PILE MUFFS
PM-8 1 10 LB-2 26
PM-21 22 5 LB-2A 26
PM-22 15 5 LB-3 26
PM-23 22 6 LB-3A 26
PM-24 10 10 LB-4 1
PM-25 7 7 LB-4A 1
PM-26 4 12 LB-5 1
PM-27 1 12 LB-5A 1
MB-21 15 15 LB-6 1
MB-21A 15 15 LB-6A 1
LONG BEAMS
MB-22 15 5 LB-7 2
MB-22A 15 5 LB-7A 2
MB-23 7 14 LB-8 2
MB-23A 7 14 LB-8A 2
MB-24 7 5 LB-9 2
MB-24A 7 5 LB-9A 2
MB-25 15 15 LB-10 2
MB-25A 15 15 LB-10A 2
MB-26 7 14 LB-11 2
MB-26A 7 14 LB-11A 2
MAIN BEAMS
MB-1 15 15 LB-12 2
MB-1A 15 15 LB-12A 2
MB-2 15 5 MB-1 16
MB-2A 15 5 MB-2 16
MB-3 7 14 MB-3 1
MAIN BEAMS
MB-3A 7 14 MB-4 1
MB-4 7 5 MB-5 13
MB-4A 7 5 MB-6 13
MB-5 15 15 ST-1 26
MB-5A 15 15 ST-2 2
MB-6 7 14 ST-3 1
SERVICE TRENCH
MB-6A 7 14 ST-4 2
CB-21 9 17 ST-4A 1
CB-22 4 18
CB-23 4 18 DS - 1 26
CB-24 2 18 DS - 1A 26
CB-24A 6 18 DS - 2 26
CB-25 13 18 DS - 3 26
CB-26 1 6 DS - 3A 26
CB-27 1 5 DS - 4 26
CB-28 1 6 DS - 5 2
CB-29 1 17 DS - 5A 2
DECK SLAB
CRANE BEAMS
Precast Elements for Coal Berth Precast Elements for Approach Trestle
Type Element No's Lifting weight Type Element No's
DECK SLAB
CB-30 1 18 DS - 6 2
CB-31 2 18 DS - 7 1
CRANE BEAMS
CB-1 9 17 DS - 7A 2
CB-2 4 18 DS - 8 1
CB-3 4 18 DS - 8A 2
CB-4 2 18 DS - 9 2
CB-4A 6 18 DS - 9A 2
CB-5 13 18 DS - 10 2
CB-6 1 6 CS-1 142
CB-7 2 5 CS-2 32
CB-8 1 6 CS-3 3
COVER SLAB
CB-9 1 17 CS-4 2
CB-10 1 18 CS-5 3
CB-11 2 18 CS-6 1
LB-21 21 18
LB-22 1 18
LB-22A 1 18
LB-23 21 18
LB-24 1 18
LB-24A 1 18
LONG BEAMS
LB-1 21 18
LB-2 1 18
LB-2A 1 18
LB-3 21 18
LB-4 1 18
LB-4A 1 18
ST-1 17 9
ST-2 7 9
ST-3 8 5
SERVICE TRENCH
ST-4 4 6
ST-5 1 3
ST-5A 1 3
CABLE TURNING CTP-1 3 9
PIT CTP-2 1 9
BUNKERING
BP-1 2 9
TURNING PIT
DS-21 114 12
DS-22 42 12
DS-23 30 9
DS-24 12 6
DS-25 12 7
DS-26 2 16
DS-26A 2 16
DS-27 1 6
DS-27A 1 6
DECK SLAB DS-1 114 3
DS-2 42 12
DS-3 30 9
DS-4 12 6
DS-5 12 7
DECK SLAB
Precast Elements for Coal Berth Precast Elements for Approach Trestle
Type Element No's Lifting weight Type Element No's
DS-6 2 16
DS-6A 2 16
DS-7 1 6
DS-7A 1 6
DS-8 1 3
Precast Elements for Approach Trestle
Lifting weight
4
6
4
5
7
4
9
9
5
5
4
4
2
2
2
2
2
2
2
2
2
2
4
4
7
7
11
11
11
11
13
13
18
18
13
13
5
6
5
2
2
7
7
7
7
7
7
9
9
Precast Elements for Approach Trestle
Lifting weight
9
10
10
10
10
9
9
9
1
0
0
1
1
1
Labour Charges for Piling with Jackup
No of
Sl No Description Shifts No's Rate Amount
Months
1 Liner Fabrication
1-A Rolling Machine 1 50,000 6 300,000
1-B Welding Rectifiers 3 20,000 6 360,000
1-C Comsumables 1 116,667 6 700,000
1-D Workmen
Operators 1 1 30,000 6 180,000
Welders 2 3 25,000 6 900,000
Fitters 1 2 30,000 6 360,000
Helpers 2 3 21,000 6 756,000
2 Cage Preparation
2-A Bar Bending Machine 2 20,000 12 480,000
2-B Cutting Machine 2 5,000 12 120,000
2-C Welding Rectifiers 3 20,000 12 720,000
2-D Comsumables 1 116,667 12 1,400,000
2-D Workmen
Operators 1 1 30,000 12 360,000
Welders 2 3 25,000 12 1,800,000
Fitters 1 2 30,000 12 720,000
Helpers 2 3 21,000 12 1,512,000
Unloading & Loading at Jetty from Trailer to
3 Pontoon.
( Precast Elements, Reinforcement Cage, Liners )
Workmen
Formen 2 1 35,000 12 840,000
Riggers 2 3 30,000 12 2,160,000
5 Pontoons
5-A Workmen
Sea men 2 2 30,000 12 1,440,000
Helpers 2 2 21,000 12 1,008,000
6 Precast Yard Loading
6-A Riggers 2 1 30,000 12 720,000
7 Common Equipment for Shifting Items 1 - 6
Formen 2 1 35,000 12 840,000
Hydra 2 2 422,800 12 20,294,400
Trailers 2 2 422,800 12 20,294,400
8 Concrete Placing On Jetty
8-A Workmen
Formen 2 1 35,000 12 840,000
Mason 2 2 30,000 12 1,440,000
No of
Sl No Description Shifts No's Rate Amount
Months
Fitters 2 2 30,000 12 1,440,000
Helpers 2 2 21,000 12 1,008,000
8-B Junction Concrete
Workmen
( Carpenters / Welder )
Fitters 2 1 30,000 12 720,000
Helpers 2 2 21,000 12 1,008,000
9 ON Jackup Barge
9-A Welding Machine 5 20,000 12 1,200,000
9-B Comsumables 5 116,667 12 7,000,000
Workmen
Formen 2 1 35,000 12 840,000
Welders 2 5 25,000 12 3,000,000
Fitters 2 10 30,000 12 7,200,000
Helpers 2 10 21,000 12 5,040,000
9-C Boring Item
Workmen
Helpers 2 3 21,000 12 1,512,000
Riggers 2 3 30,000 12 2,160,000
9-D Bentonite Mix
Workmen -
Riggers 2 3 30,000 12 2,160,000
Total Amount ( 1+2+3+4+5+6+7+8+9 ) in Rs 94,832,800
Item Wise Amount Remarks
3,556,000
7,112,000
3,000,000
2,448,000
720,000
41,428,800
6,456,000
Item Wise Amount Remarks
30,112,000
94,832,800
