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Sr.
No. Item Description
Rates to be
Quoted by the
Contractor.
1 Boring for tubewell in all types of soil except shingle
and rock from ground level to 100 ft: depth
including sinking and with drawing of casing pipe
complete .
i:- 8" (200 mm) i/d 80 Rft P. Rft. @ Rs.
2 Furnishing samples of water from bore hole (Per
set of two bottels2 No Each @ Rs.
3Provision for laboratory fee for samples analysis
and traveling charges. 2 No Each @ Rs.
Conducting ERS and report on hydrogeological
aspects of tubewell, location, design etc. 1 Job P.Job @ Rs.
Provision for electric well loging 1 Job P.Job @ Rs.
B- TUBE WELL 3-NO.
1. Direct rotary/ reverse rotary drilling of bore of tube
well in all kinds of soil except shingle and rock from
ground level to 250 feet below ground level.
15" to 18" i/d
240 Rft P. Rft. @ Rs.
3Furnishing samples of water from bore hole (Per
set of two bottels 6 No Each @ Rs.
4. Providing strong substantially built box of deodar
wood 4ft. x 2-1/2 ft. x 9in.(1200x750x225 mm) with
compartments, lock and locking arrangement for
preserving samples of strata from bore hole
3 No Each @ Rs.
TIME LIMIT 12 Months
A- TRIAL BORE
SCHEDULE OF BID.
PUNJAB PUBLIC HEALTH ENGINEERING DEPARTMENT(SOUTH ZONE)
PUNJAB PUBLIC HEALTH ENGINEERING DIVISION RAJANPUR
NAME OF WORK:- Enhancement of supply of Water for Rojhan
City, District Rajanpur
(ADP 2016-17 No. 1929)
TRAIL BORE,TUBE WELL,CONST: OF PUMP
HOUSE, P/I PUMPING MACHINERY, P/L RISINGE
MAIN & D/SYSTEM. SOLAR POWER SYSTEM
,SOLAR POWER SYSTEM PLATE FORM,CONST:
OF LLRES: , & HYPOCHLORINATOR ,DIESEL
GENERATING SET,CONSTT: OF GST WITH
P.HOUSE WITH OTHER ALLIED WRKS.
NAME OF CONTRACTOR/FIRM:-________________________________
APPROXIMATE COSTRs. 24.346 million
EARNEST MONEYRs. 01.217 million
5. Providing and installing, brass strainer in tubewell
bore hole, including sockets, special sockets, studs,
etc. complete:- 10" i/d, 3/16" (250 mm i/d 5 mm)
thick 144 Rft P. Rft. @ Rs.
6. Providing and installing M.S. bail plug in Tubewell
bore hole 10" dia 3/16" thick 2ft long
3 No Each @ Rs.
7. Providing and installing M.S blind pipe socket/
welded joint M.S reducer (where necessary in tube
well bore hole I/c jointing welding with strainer etc:
complete 10" I/dia 1/4" (6.0 mm) thick.
135 Rft P. Rft. @ Rs.
8. Shrouding with graded pea gravel 3/8" to 1/8"
around the tube well in bore hole. 280 Cft P. Cft. @ Rs.
9. Providing and Fixing PVC pipe 2" dia of BSS Class
D with working pressure complete in all respect
1 x 2 x 40 = 80Rft
180 Rft P. Rft. @ Rs.
10. Testing and developing of tube well of size 6"
(150mm i/d and above conthinousuly) upto 1.5 CS.
Discharge 72 Hours 216 Hour P.Hr @ Rs.
11. Testing of strata and water samples from PHE
Department laboratory complete with all charges
6 No Each @ Rs.
12. Providing and laying puddle seal 6ft long 3 No Each @ Rs.
14. Providing fixing 10 " dia M.S well cap on tubewell
3 No Each @ Rs.
15. Providing and laying sanitary seal 1:1 cment slurry
60 Rft P. Rft. @ Rs.
C- PUMP HOUSE 12'X12' 3 No.
1. Excavation in foundation for building, bridges &
other structures, including dagbelling, dressing,
refilling around structures with excavated earth,
watering and ramming lead upto one chain 100 ft.
and lift upto 5 ft, in ordinary soil.
33488 Cft %o Cft @ Rs.
2. Cement concrete brick or stone ballast 1.5" to 2"
gauge in foundation and plinth ratio 1:6:12 4461 Cft % Cft. @ Rs.
3. Pacca brick work cement sand mortar 1:5 in
foundation and plinth. 5268.38 Cft % Cft. @ Rs.
4. Providing and laying damp proof course of cement
concrete 1:2:4 (using cement, sand and shingle),
including bitumen coating:(b) with two coats of
bitumen:2" thick 0 Sft % Sft. @ Rs.
5. Pacca brick work in (1:5) cement sand mortar in
ground floor. 2042.16 Cft % Cft. @ Rs.
6. Supplying and filling sand under floor or plugging in
well. 24300 Cft % Cft. @ Rs.
7. Cement plaster 1:4 upto 20ft height 1/2" thick 1995 Sft % Sft. @ Rs.
8. Providing and laying topping of cement concrete
1:2:4 including surface finishing and dividing in
panels 1-1/2: thick 432 Sft % Sft. @ Rs.
9. Providing and laying reinforced cement concrete
(including presstressed concrete), using course
sand and screened graded and washed aggregate
in required shape and design including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and firnishing exposed surfaces,
complete (but excluding the cost of steel
reinforcement, its fabrication and placing in position
etc:)
(a) (i) reinforced cement concrete in roof slab,
beams, columns, lintels, girders and other structural
members laid in position, or prestressed members
cast in situ, complete in all respect.
(3) (C) Type C (nominal mix 1:2:4) 1188.84 Cft P. Cft. @ Rs.
10. Febrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying, in position,
making joints and fastening, including cost of binding
wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars).(b) deformed bars.
3647.58 Kg % Kg @ Rs.
11. Making and fixing steel grated door with 1/16" thick
sheeting including angle iron frame 2"x2"x3/8" and 3/4"
square bars 4" center to center with locking
arrangement 84 Sft % Sft. @ Rs.
13. Providing and fixing steel windows with openable
glazed panels using beam section for frame 1-
1/2"x1"x5/8"x1/8" z section for leaves
3/4"x1"x3/3"x1/8" T section sashes 1"x1"x1/8" with
glass panes, wooden screed for glazing embedded over
a thin layer of putty duly screwed with leaves brass
fittings, holdfast, dulky painted, complete in all
respects, including all cost of material and labour etc as
per approved design and as directed by the engineer i n 96 Sft % Sft. @ Rs.
14. Providing and fixing M.S flat 1/2" x 1/16" x 1/8"
grill including 3/4" x 1/8" M.S flat frame in windows of
approved design, including painting three coats
complete in all respect. 96 Sft P-Sft. @ Rs.
15. Cement pointing 1:2 strick joint on walls upto 20 Ft,
height, i/c cost of red oxide pigment. 1872 Sft % Sft. @ Rs.
16. Single layer of tiles 9" x 4-1/2" x 1-1/2" laid over 4"
earth and 1" Mud plaster without bhossa grouted with
cement sand 1:3 on top of RCC roof slab providing with
34 Lb. bitumen coating sand blinded.609.19 Sft % Sft. @ Rs.
17. White washing 3 coats on wall2160 Sft % Sft. @ Rs.
18. Khassi parnalas in cement sand mortar outside 12"
width finished smooth with a floating coat of neat
cement 36 Rft P. Rft. @ Rs.
19. Bottom Khurras of brick masonry in cement sand
mortar 1:6 4ftx2ft x4 1/2" over 3 inch cement
concrete 1:4:8 3 No Each @ Rs.
20. Pacca brick work in ground floor.(i) Cement sand
mortar 1: 5 for pillar for R.S joists. 187.02 Cft %Cft. @ Rs.
21. Providing and fixing R.S joist size 8 inch x 4 inch
best quality CHINA made ,including painting etc
complete in all respect 42 Rft P. Rft. @ Rs.
22. Providing fitting of ceiling fan 56" sweep (GFC /
Royal / National made) including cost of connection
complete in all respects 3 No Each @ Rs.
Cement concrete brick or stone ballast 1½ " to 2"
(40 mm to 50 mm) gauge, in foundation and plinth:-
222.75 Cft % Cft @ Rs.
23. Brick on edge flooring laid in 1:6 cement sand
mortar over a bed of 3/4 cement sand mortar 1:6
587.25 Sft % Sft. @ Rs.
24. Providing and fixing Chain pully blocks 5 ton
capacity with two meter chain (N. S.) 3 No Each @ Rs.
Providing and laying stone pitching, hand packed,
with surface levelled off to the correct section and
voids filled in 1:8 cement, sand mortar, in floors of
bridges along banks and in appons etc. (top layer
on slope)6975 Cft % Cft @ Rs.
D- PUMPING MACHINERY FOR TUBEWELL 3
No.
1 Providing, installing at site and testing of (approved
manufacturer of PHE & HUD) vertical turbine pump
of 0.50 cusecs discharge of clear water, against
total dynamic head of 175 ft.60 ft: co plumn pipe
with , 20 BHP vertical A.C electric motor,380/440
volts, 50 cycles, (Seimens made) or higher as per
recommendations of the pump's manufacturers, i/c
90ft net length of riser pipe, assembly, including
cost of all electrical & mechanical components,
fittings and allied works given below from sub head
( a to i)
TECHNICAL DATA :-
Type of pump
Discharge in cusec
Head in feet
HP of motor
Column pipe length
ACCESSORIES
Providing, installing , testing and commissioning
motor control unit consisting of magnetic contector,
circuit breaker, On/Off switch, indication lamps,
EOCR, volt meter, ampare meter, auto manual
selector switch, ampare select switch, volt selector
switch, C.T. time indication lamps etc, complete as
per manufacturer's recommendations.
Power wiring in 7 / 0.064 gauge single core PVC
insulated copper wire in PVC pipes of suitable size
including flexible pipes, thimbles etc. complete from
main switch to motor starter, panels to motor.
vertical turbine pump
0.50 Cusec
220 ft:
25 BHP
60 ft:
Double point power earthing, according to WAPDA
specification, of electric panels board, main switch
and motor in 8 SWG/GI wire duly encased in 1/2"
inside dia light weight G.I. pipe laid from earthing
point to panels, main-switch and electric motor.
.Single phase light wiring in 3/029 size PVC
insulated copper wire duly encased in PVC pipes
of appropriate size including 1 No single phase 15
Amp. Main switch China made 1 No power outlet
of 15 Amp. 2Nos water proof bulk head lights with
bulbs fixed outside the pump house and 2 Nos
swan neck brass brackets with bulbs insidethe
pump house complete with necessary control
switches including connection within existing single
phase energy point
Providing and fixing delivery pipe of 5" dia M.S. ‘B’
class pipe from discharge head upto outside the
pump house or upto the start of existing rising main
including providing fixing of all specials and fittings
I.e.(both supplied by the manufacturers of the
pumping machinery), tail pieces, reducer /
increaser.2 Nos 45o/90o M.S./C.I. bends.2-1/2 in. 2-
1/2 in.with holding clamps embedded in wall of the
pumping chamber including I No.gauge of range
upto 200 psi complete with i/d ‘B’ class G.I. pipe
ferrule 1 No.gas Type) fixed on wall inside the
pump house complete including all jointing
materials such as nuts, bolts and rubber insertion
sheet and painting of delivery pipe, fittings specials
in 2 coats of black enamel paint on single coat of
red lead primer paints as per standard drawing
complete.
Earthing of motor and other equipment with G.I wire
in G.I pipe 1/2" dia recessed or on surface of wall
and floor complete with 15 meter long upto spring
level and meter away from the plinth of pump house
complete in all respect
Providing and fixing steel wire rope 1/2" dia
required length as per site
Providing and fixing 4" G.I riser pipe with G.I
flanges each in length of 10 ft: and stud ends of
pipe including top set with 90 ° flanged bend etc
complete
Providing and hanging in a suitable location along
the wall of pumping chamber, duly glass framed
chart showing detailed inventory of
pumpingmachinery and all its components as per
size anddesign approved by the engineer-in-charge.
Three Complete Set
Providing and installing and testing of 4 in. size
Kent water meter (UK made) in delivery piping
complete with 2 Nos. M.S. flanges of ¾ in.
thickness, nuts, bolts and rubber inserting sheet.
Providing tool kit including 1No spanner set of 1
in size and down, 1No screw set, adjustable screw
wrench 12 in. size, 1No.pliers of 8 inch 1No. china
made grease gun, Hack saw with 12 Nos. spare
blades and 1 No.medium size hammer and 1No.
electric tester complete with tool kit box.
P/L 4 core 7/0.064" size PVC insulated copper
conductor cable, upto 30 meter from WAPDA
installedon electric pole outside pump house to the
existing main switch inside the pump house
including single strand of 8 SWG GI wire with
holding clamps with holding clips/wire band
complete 1 No.2" I/d light weight GI pipe of 5 ft.
length with necessary holding hook and stay wire
and necessary dowel bolts, nuts for the fixing with
the wall of pumphouseand making hole in pump
house wall and its restoration after crossing the
electric cable complete
Three Complete Set 3 Set P.Set @ Rs.
CONDITIONS:
I-
ii-
iii-
iv-
v-
vii-
E- RISING MAIN
1. Excavation of trenches for water supply pipe line in
all kinds of soil except cutting rock upto 5 Ft. depth
from ground level including trimming dressing the
sides leveling the bed of trenches to correct grade
and cutting pits for joint etc, complete in all respect.
41760 Cft %oCft. @ Rs.
2. Providing, laying, cutting, jointing, testing and
disinfecting PVC Pipe of BSS with "B"-Class
working pressure in trenches, complete in all
respects.
3 dia PVC.8540 Rft P. Rft. @ Rs.
6 dia PVC.5460 Rft P. Rft. @ Rs.
i 10 dia PVC.
1500 Rft P. Rft. @ Rs.
Contractor must mention the name of approved manufacturer at the time of submitting tender.
The Contractor will install the machinery under the superivision of manufacturer representative.
The MCU will be certified for capability by the manufacturer of pumping machinery.
Physical test for efficency of pump at the test bed of manufacture before supply.
Minium efficency of pumping machinery must be at least 75%
Two years unconditioned full warrenty be obtained from contractor/manufacture.
5. Providing and fixing C.I Specials of BSS B-Class such as
tees, bends, cross, reducer, tailpieces etc: flanged
spigot cap flanged socket callor angle branch pluge etc:
for C.I pipe line complete C.I flanged special with
flanged joints.
ii 3" to6" dia2373 Kg P. Kg. @ Rs.
i 8" to12" dia1029 Kg P. Kg. @ Rs.
6. Providing and fixing C.I flanges on pipe i/c Turing
threading facing, and fitting etc: complete in all respect.
i 3" to 6" dia2072 Kg P. Kg. @ Rs.
ii 8" to12" dia1664 Kg P. Kg. @ Rs.
7. Providing and fixing PVC taper core of BBS Class B
working pressure.
i 3" dia386 No Each. @ Rs.
ii 4" dia64 No Each. @ Rs.
iii 6" dia66 No Each. @ Rs.
iv 8" dia90 No Each. @ Rs.
v 10" dia16 No Each. @ Rs.
9. Back filling of trenches by rehandling of earth work
lead upto a single throw of kassi phorah or shovel
including mining moising arht to optimum content in
layers complete. 33408 Cft %0 Cft @ Rs.
10. Providing and fixing sluice valve of BSS quality and
wight, class B for cast iron pipe line and Asbestos
cement pipe the (Includikng cost of jointing mateirla
i3"i/d 6 No Each. @ Rs.
ii4"i/d 3 No Each. @ Rs.
iii6"i/d 6 No Each. @ Rs.
v10"i/d 2 No Each. @ Rs.
F- CONSTRUCTION OF BRICK MASONERY
SLUICE / AIR VALVE CHAMBER,3X3=17.NO
1.Excavation in ordinary soil of foundation
building, bridges and other structure , i/c dag-
belling, dressing, refilling around structure with
excavated earth, watering and ramming lead
up to one chain and lift up to 5 feet.2125 Cft %0 Cft @ Rs.
2. Cement concrete brick or stone ballast 1 1/2"
to 2" gauge in foundation and plinth, complete
in all respect. 1:6:12 212.5 Cft % Cft @ Rs.
3.Pacca Brick work 1:5 in foundation and plinth.
765 Cft % Cft @ Rs.
4. Cement plaster 1/2" thick in 1:3 Ratio, up to 20'
height 918 Sft % Sft @ Rs.
5. PCC (1:2:4) i/c placing, laying, finishing, curing
etc.complete in all respect. 38.25 Cft % Cft @ Rs.
6. Providing and laying reinforced cement
concrete (including presstressed concrete),
using course sand and screened graded and
washed aggregate in required shape and
design including forms, moulds, shuttering,
lifting, compacting, curing, rendering and
firnishing exposed surfaces, complete (but
excluding the cost of steel reinforcement, its
fabrication and placing in position etc:)(a) (i)
Reinforced cement concrete in roof slab,
beams, coulmns, linters, girders and other
structural members laid in situ or precast laid in
position, or prestresses, members cast in situ,
complete in all respect. Type C (Nominal mix
1:2:4).172.125 Cft P.Cft @ Rs.
7. Febrication of mild steel reinforcement for
cement concern,i/c cutting, bending , laying in
position , making joints and fasttening, i/c cost
of bending wire and labour charges for bending
of steel reinforcement (also include removal of
rust from deformed. 527.85 Kg % Cft @ Rs.
Provision For Design of Pileing for crossing of
GI pipe. 1 Job P.Job @ Rs.
G- HYPOCHLORINATOR
Providing, fixing & testing of Hypo Chlorinator
(chemical metering pump), Capacity 0-30
gallons/dayat 100 psi max injection pressure fitted
with 1/60 HP air cooled heavy duty electric motor
220 V, 50 Hz, single phase AC complete with all
accessories like bleed valve assembly, suction
tubing, discharge tubing, foot valve and strainer
assembly with weight, back check valve assembly,
solution tank, injection fitting, wall brackets etc,
complete in all respects.
3 Set P.Set @ Rs.
J- OVER HEAD RESERVOIR 100,00 GLLNS
Design and construction of R.C.C. Overhead
Reservoir 10,000 gallons copacity with 10% extra
capacity for free board and dead storage/silting at
bottom the height of the base slab of tank shall be 40 ft
above finished ground level which shall be 1-1/2 feet
higher than the average existing level of otherwise
specified including cost of all following items mentioned
here under from item (a to s)
Physical and structural design of the over head
reservior according to the given parameter of the
Dpartment by a structural Engineer having
qualification not less than M.Sc. Structural
Engineering (Civil), registered with the Pakistan
Engineering Council the design shall be approved
by the Superintending Engineer PHE Circle
D.G.Khan. His decision sahll be final. the design
shall be based on following concrete mixture ratio
and allow the design stressed for concrete and
steel.
Testing of bearing capacity of soil at the proposed
site of Over Head Reservoir from Govt:
organisation like Univbersity of Engineering and
Technology Lahore / Texila, Building / Road
research station Lahore of C&W Department
irrigation research ionstitute Govt: of Punjab
Lahore.
Compression stress for concrete for all water
retaining in member 600 PSI (Mix not weaker than
1:1-1/2:3)
Compression stress for concrete for all other than
water retaining in member 750 PSI (Mix not weaker
than 1:2:4)
Tensile stress for steel for 16000 PSI water rating
members
Tensile stress for steel for 16000 PSI other than
water rating members
Providing laying hosting, testing and disinfecting of
medium class MS Pipes with flanges joints size and
thickness as given under for rising delivery overflow
mains and scour Pipe including nuts bolts rubber
insetion sheet with two coats of bitumenious
painting.
6" i/d M.S 6-mm thick upto 10 ft from the outer
edge of over head reservoir foundation rising main.
4" i/d M.S 6-mm thick upto 10 ft from the outer
edge of over head reservoir foundation for delivery.
4" i/d M.S 6-mm thick upto 10 ft from the outer
edge of over head reservoir foundation for over flow
including cost of disposal chamber of approved
design.
4" i/d M.S 6-mm thick upto 10 ft from the outer
edge of over head reservoir foundation for over flow
pipe with control valve openable from stair case
landing at least brace level.
Providing, fixing and testing of flanged CI/MS
specials for fitting of required size corresponding to
respective size for rising, delivery, overflow mains
and scour pipes such as bell mouths with puddle
collers, tees, bends, duck foot bends Complete in
all respect.
Providing and Fixing 18" wide RCC ladder from
ground level to top of tank i/c 3 ft hiugh railing of 1-
1/4" i/d G.I. Pipe on both sides with vertical posts
on alternate steps
Providing and Fixing in top slab 02 Nos. medium
weight C.I manhole covers with frames of 22" i/d
size complete i/c 02 coats of enamel painting.
Providing Fixing in top tank to lightening condustor
of appropriate design i/c 1" x 1/8" size copper strip
fixes along tank well comlumns and under ground
from lightening condustor to earthing point at 30 ft
(min) away from outer edge of tank foundation i/c
cost of earthing of approved specification.
Providing Fixing along periphery on top of tank slan
2-1/2 ft high railing of 1-1/4" i/d size G.I pipe having
two horizontal rows and vertical posts spaced not
more than 3 ft centre to centre i/c cost of G.I
specials with painting in grey enamel paint
complete in all respect.
Providing laying of cement sand grouted brick on
edge paving on 1" thick sand bed laid on properly
dressed compacted and radically outward solping
bed upto outer edge of the columns of the over
head reservoir with finished level of the brick paving
in the centre at 6" high above the plinth level
around the over head reservoir duly provided with
brick masonary on 4" thick 1:6:12 PCC foundation
toe wall on the periphery for protection.
Clearance of site of work before construction and
its cleaning development and restoration after
completion of all works over head reservoirs up to
their requires finished plinth level respectable
complete to the entire satisfaction of Engineer
Incharge.
SPECIAL CONDITIONS
The design calculations and working design with
bearing capacity test 03 copies will be submitted for
approval to competent authority within 20 days of
the acceptance of tender.
The contractor will be bound to accept any
correction / changes in the design while checking
and will have no claim what so ever for additional
cost of design and construction due to such
correction / amendment in the design.
After approval of design calculation and detailed
drawings to contractor will to submit 6 fair copies of
the same for final approval and record with the
department for use at site.
All members in concrete with water such as base
slab and wall of reservoir will be RCC (1:1-1/2:3)
nominal mix and members remote from water will
be RCC (1:2:4) nominal mix
The contractor shall cast and keep 6" x 6" x 6" size
cubes for testing from each day bach of concrete
used in the reservoir. The contractor shall get the
crushing strength of cubes tested at his own cost
from approval laborator. For any cube found below
their required strength the contractor will have to
dismantle the relative portion and reconstruct the
same without any extra cost.
The work shall be carried out strictly in accordance
with the sanctioned estimate and approved drawing
/ design / specifications and to the entire
satisfaction of Engineer Incharge.
MODE OF PAYMENT
Payment will be made for work done as under:-
On completion of raft foundation
Completion of Pillers/column upto 40ft:
Completion of Pillers/column above 40ft: to base
slab.
On completion of Water Tank
On completion of all structure including stairs,
piping, testing etc: complete.
Complete in all respect=2x10000 20000 Gln. P.Glns @ Rs.
LOW LEVEL RESERVOIR 1000 GLNS. 4 No.
1. Excavation in foundatin of building bridge and other
including dagbilling, dressing refilling around structure
with excavated earth watering remaining lead upto one
chain and lift upto 5ft: complete (Ch.-3-21).
460.81 Cft %0 Cft @ Rs.
2. Providing laying placing plain cement 1:6:2 ratio in
foundation and plinth complete.(Ch.-6-3).
224 Cft % Cft @ Rs.
3. Pacca brick work in 1:3 cement sand mortor in other
than building complete (Ch.-7-72). 1344 Cft % Cft @ Rs.
4. Providng/laying reinforced cement concrete including
prestressed concrete using course sand and screened
graded and stone agreegate in required shape in design
including forms moulds shittering etc. complete (Ch.-6).
Type "B" Nominal mix 1:1-1/2:3
308 Cft P.Cft @ Rs.
5. Type "B" Nominal mix 1:2:4123.56 Cft P.Cft @ Rs.
6. Fabrication of mild steel reinforcement for coement
concrete including cutting bending laying in position
making joints including cost of binding wore including
removal of rust from bars. Deformed bars. 1320 Kg % Kg @ Rs.
7. Providing fixing in RCC slan J-type 4"I/d G.I vent pipe
including bends and specials complete. 8 No Each @ Rs.
8. 2" stuco cement plaster upto 20' height 1:2:4 (Ch.-11-
5). 328 Sft % Sft @ Rs.
9. 1/2" thick cement plaster ratio 1:2 ect. Complete. 324 Sft % Sft @ Rs.
10. Providing and fixing MS sheet 1/8" thick manhole cover
with angle iron frame 1.5"x1.5"x0.125" with lock and
locking arrangements complete. (N.S). 4 No Each @ Rs.
11. Earth filling under floor with new earth excavated from
out side lead upto one chain etc. (Ch-3). 408 Cft %0 Cft @ Rs.
12. Extra for pacca brick work in stening of well or any other
cilcular masonry (Qty as per Item No.3) Ch-7 1212 Cft % Cft @ Rs.
13. Providing and laying cutting tesing and disinfecting of
G.I pipe line 2"I/d of BSS class "B" working pressure for
rising main /delivery main complete Battery tapes (Ch.- 120 Rft P.Rft @ Rs.
14. Supplying/fixing brass bib cock 1/2" dia etc (Ch.-19-44).32 No Each @ Rs.
15. Providing laying topping of cement concrete 1:2:4 I/c
surface finising and diving into pannels 2"thick (Ch.-10-
15). 148 Cft % Cft. @ Rs.
16. Cement pointing deep struck flush joints 1:2 ratio
complete. 972 Sft. % Sft. @ Rs.
17. Cutting facing and making holes in G.I pipe and welding
1/2"I/d G.I pipe sockets on pipe for facing brass bib
cock/niple. 32 No Each. @ Rs.
M- DIESEL GENERATING SET
1. Providing, installing, furnishing and testing of self
start Diesel Engine with 30-35 KVA Generating Set
(SIEMEN / CATERPILLAR / WILLSON / PERKIN,
Millat Made or Equvalent Approved company)
complete with all accessories and fitting to the
entire satisfaction of the Engineer Incharge of work.
(Millat / Perkin Made)
TECHNICAL DATA.
i). RATING:- 400/380 Volts,3Phase,50,Hz , @ 0.8PF
ii) ENGINE:- Millat deisel Engine
iii). RADIATOR:- Set mounted tropical capacity type
iv). FILTERS:- Fuel, tube oil & both air cleaner
v). ALTERNATOR:- Laroy, Somer (French)
vi). FUEL SYSTEM:- 8-10 Hours , duly fuel tank
vii). COPNTROLL:- Key start & AMF Pannel
viii). ANTI VIBRATION:- Anti-Vabration pads between
engine, alternator and base frame
ix). BASE FRAME:- Steel fabricated base frame with
lifting point
x). ORIGIN:- Pakistan
Xi). MODEL:- MPG-30-35 KV with key start panne (3
cylinder turbo charger engine)
Xiii). POWER CABLE:- Power cable for 30 KVA (25MM²,
3.5-core),( control cable, trench digging, PVC pipe
etc.)
Xiv). TRANSPORTATION:- Transportation charges &
un-loading at site
Xv). Water proof shed
ONE COMPLETE SET 3 Set P.Set @ Rs.
Time Limit.
Sr.
No.Item Description Unit Contractor Rate
B- TUBE WELL 3-NO.
1. Direct rotary/ reverse rotary drilling of bore of tube
well in all kinds of soil except shingle and rock from 240 Rft P. Rft. @ Rs.
3Furnishing samples of water from bore hole (Per
set of two bottels
6 NoEach @ Rs.
4. Providing strong substantially built box of deodar
wood 4ft. x 2-1/2 ft. x 9in.(1200x750x225 mm) with
compartments, lock and locking arrangement for
preserving samples of strata from bore hole
3 No
Each @ Rs.5. Providing and installing, brass strainer in tubewell
bore hole, including sockets, special sockets, studs,
etc. complete:- 10" i/d, 3/16" (250 mm i/d 5 mm)
thick 144 Rft P. Rft. @ Rs.6. Providing and installing M.S. bail plug in Tubewell
bore hole 10" dia 3/16" thick 2ft long
3 No Each @ Rs.
7. Providing and installing M.S blind pipe socket/
welded joint M.S reducer (where necessary in tube
well bore hole I/c jointing welding with strainer etc:
complete 10" I/dia 1/4" (6.0 mm) thick.
135 Rft P. Rft. @ Rs.8. Shrouding with graded pea gravel 3/8" to 1/8"
around the tube well in bore hole. 279.911 Cft P. Cft. @ Rs.9. Providing and Fixing PVC pipe 2" dia of BSS Class
D with working pressure complete in all respect
1 x 2 x 40 = 80Rft
180 Rft
P. Rft. @ Rs.
EARNEST MONEY
TIME LIMIT 12 Months
NAME OF CONTRACTOR/FIRM:-________________________________
________________________________
APPROXIMATE COST
(TRAIL BORE,TUBE WELL,CONST: OF PUMP
HOUSE, P/I PUMPING MACHINERY, P/L RISINGE
MAIN & D/SYSTEM. CONST: OF LLRES:, &
HYPOCHLORINATOR ,DIESEL GENERATING
SET,CONSTT: OF OHR, GST WITH P.HOUSE
WITH OTHER ALLIED WRKS.)
Quantity
PUNJAB PUBLIC HEALTH ENGINEERING DEPARTMENT(SOUTH ZONE)
PUNJAB PUBLIC HEALTH ENGINEERING DIVISION RAJANPUR
NAME OF WORK:- COMPREHENSIVE EXTENSION,
REHABILIATION URBAN RURAL WATER
SUPPLY SCHEME ROJHAN & ADJOINING
ABADIES, TEHSIL ROJHAN, DISTRICT
RAJANPUR
10. Testing and developing of tube well of size 6"
(150mm i/d and above conthinousuly) upto 1.5 CS.
Discharge 72 Hours 216 Hour P.Hr @ Rs.11. Testing of strata and water samples from PHE
Department laboratory complete with all charges
6 No Each @ Rs.12. Providing and laying puddle seal 6ft long 3 No Each @ Rs.14. Providing fixing 10 " dia M.S well cap on tubewell
3 No Each @ Rs.15. Providing and laying sanitary seal 1:1 cment slurry
60 Rft P. Rft. @ Rs.
C- PUMP HOUSE 12'X12' 3 No.
1. Excavation in foundation for building, bridges &
other structures, including dagbelling, dressing,
refilling around structures with excavated earth,
watering and ramming lead upto one chain 100 ft.
and lift upto 5 ft, in ordinary soil.
33488.4 Cft
%o Cft @ Rs.2. Cement concrete brick or stone ballast 1.5" to 2"
gauge in foundation and plinth ratio 1:6:12
4461 Cft % Cft. @ Rs.3. Pacca brick work cement sand mortar 1:5 in
foundation and plinth. 5268.38 Cft % Cft. @ Rs.4. Providing and laying damp proof course of cement
concrete 1:2:4 (using cement, sand and shingle),
including bitumen coating:(b) with two coats of
bitumen:2" thick 0 Sft % Sft. @ Rs.6. Pacca brick work in (1:5) cement sand mortar in
ground floor. 2042.16 Cft % Cft. @ Rs.7. Supplying and filling sand under floor or plugging in
well.24300 Cft
% Cft. @ Rs.8. Cement plaster 1:4 upto 20ft height 1/2" thick 1995 Sft
% Sft. @ Rs.9. Providing and laying topping of cement concrete
1:2:4 including surface finishing and dividing in
panels 1-1/2: thick
432 Sft
% Sft. @ Rs.10. Providing and laying reinforced cement concrete
(including presstressed concrete), using course
sand and screened graded and washed aggregate
in required shape and design including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and firnishing exposed surfaces,
complete (but excluding the cost of steel
reinforcement, its fabrication and placing in position
etc:)
(a) (i) reinforced cement concrete in roof slab,
beams, columns, lintels, girders and other structural
members laid in position, or prestressed members
cast in situ, complete in all respect.
(3) (C) Type C (nominal mix 1:2:4) 1188.84 Cft P. Cft. @ Rs.
11. Febrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying, in position,
making joints and fastening, including cost of binding
wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars).(b) deformed bars.
3647.58 Kg
% Kg @ Rs.12. Making and fixing steel grated door with 1/16" thick
sheeting including angle iron frame 2"x2"x3/8" and 3/4"
square bars 4" center to center with locking
arrangement
84 Sft
% Sft. @ Rs.
13. Providing and fixing steel windows with openable
glazed panels using beam section for frame 1-
1/2"x1"x5/8"x1/8" z section for leaves
3/4"x1"x3/3"x1/8" T section sashes 1"x1"x1/8" with
glass panes, wooden screed for glazing embedded over
a thin layer of putty duly screwed with leaves brass
fittings, holdfast, dulky painted, complete in all
respects, including all cost of material and labour etc as
per approved design and as directed by the engineer i n
charge 3 mm thick
96 Sft % Sft. @ Rs.14. Providing and fixing M.S flat 1/2" x 1/16" x 1/8"
grill including 3/4" x 1/8" M.S flat frame in windows of
approved design, including painting three coats
complete in all respect.
96 Sft
P-Sft. @ Rs.15. Cement pointing 1:2 strick joint on walls upto 20 Ft,
height, i/c cost of red oxide pigment.1872 Sft
% Sft. @ Rs.16. Single layer of tiles 9" x 4-1/2" x 1-1/2" laid over 4"
earth and 1" Mud plaster without bhossa grouted with
cement sand 1:3 on top of RCC roof slab providing with
34 Lb. bitumen coating sand blinded.
609.188 Sft
% Sft. @ Rs.17. White washing 3 coats on wall 2160 Sft % Sft. @ Rs.18. Khassi parnalas in cement sand mortar outside 12"
width finished smooth with a floating coat of neat
cement
36 Rft
P. Rft. @ Rs.19. Bottom Khurras of brick masonry in cement sand
mortar 1:6 4ftx2ft x4 1/2" over 3 inch cement
concrete 1:4:8
3 No
Each @ Rs.20. Pacca brick work in ground floor.(i) Cement sand
mortar 1: 5 for pillar for R.S joists.187.02 Cft
%Cft. @ Rs.21. Providing and fixing R.S joist size 8 inch x 4 inch
best quality CHINA made ,including painting etc
complete in all respect 42 Rft P. Rft. @ Rs.22. Providing fitting of ceiling fan 56" sweep (GFC /
Royal / National made) including cost of connection
complete in all respects 3 No Each @ Rs.Cement concrete brick or stone ballast 1½ " to 2"
(40 mm to 50 mm) gauge, in foundation and plinth:-
222.75 Cft % Cft @ Rs.23. Brick on edge flooring laid in 1:6 cement sand
mortar over a bed of 3/4 cement sand mortar 1:6
587.25 Sft % Sft. @ Rs.24. Providing and fixing Chain pully blocks 5 ton
capacity with two meter chain (N. S.) 3 No Each @ Rs.
#REF! 6975 Cft % Cft @ Rs.
D- PUMPING MACHINERY FOR TUBEWELL 3
No.
1 Supplying, installation and testing of vertical turbine
pumping unit (Manufactured by approved
manufacturers of HUD & PHED) capable to give a
discharge of 0.50 cusec of clear water against a
total dynamic head of 175 feet with 60 feet column
pipe directly coupled with vertical 3 phase 20 BHP
electric motor (SIEMENS) 380/440 volt squarel
cage Hallow shaft with following technical data (i) to
(v) and following (a to u) accessories complete in all
respects
TECHNICAL DATA :-
Type of pump vertical turbine pump
Discharge in cusec 0.5
Head in feet
175
HP of motor 20
Column pipe length 60
ACCESSORIES
a S/f star delta starter (SIEMENS) ASD 20 i/c circuit
breaker etc.
b S/F metallic board 4' x 3' made of 1/16" thick MS
sheet with 1-1/2x1-1/2x3/16" angle iron frame
house and duly painted in smoke colour.
.
c S/F iron clad 3-phase main switch China/Feco 0-
500 volts
d PrS/F phase indicator i/c cost of brass holder bulb 0
volt and its wiring complete in all respect
e S/F of volt meter 0-500 volts 4" size China madet
f S/F of ampere meter 0-60 Amp: 4"size China made
g S/F Power wiring of suitable size PVC sheathed
insulated wire from energy meter to mainswitch to
starter inflexible PVC pipe in suitbale diameter with
brass end connectors
h S/F Kit kat fuses 0 to 500 volts 4" on board China
made
j Earthing of motor and other equipment with GI wire
in GI pipe 1/4" dia recessed or on surface of wall
and floor with 15 meter long upto spring level and
meter away from the plinth of pump house
complete in all respect.
k Earthing of motor and other equipment with GI wire
in GI pipe 1/4" dia recessed or on surface of wall
and floor with 15 meter long upto spring level and
meter away from the plinth of pump house
complete in all respect.
l Supplying /fixing power feeder from startot to motor
with 3 core cable enclosed in suitable diameter G.I
medium quality with felixible PVC Pipe motor to
startor ends along with brass end connector
m S/F CI flanged, special of BSS quality required
delivery ends jointing with rising main complete in
all respect.
n S/F base plate of 2' x 2' x 1/4" of suitbale size
properly groutred in foundation i/c nuts and bolts
complete in all respect
o PCC (1:2:4) foundation of pump and motor as per
manufacture's specification with stainless steel nuts
and bolt complete in all respect
p S/F 6" i/d CI non return valve BSS on delivery ends
q S/F CI Sluice valves of 8" i/d as per BSS on
delivery and complete in all repsect
r P/F in position pressue guage 0 to 150 lbs.
s Internal electrification of pump house with 16 mm
dia PVC pipe 250/440 volts PVC installed 3/0.029"
wire 3 Nos. round block of shallow wood one
shallow wood board of 12" x 14" size one 9" long
swan neck plain brass/steel oxidized (lamp holder
on wall type/pole type) with brass holder water tight
retlectors with brsss holder on two pins 10/15
ampere and one set earthing as standard
specifictions etc: complete in all respect.
t S/F delivery pipe 8" i/d (GI pipe for pump i/c
connection with rising main as per requirement
complete in all respect.
u Supplying of test report from MEPCO (WAPDA) by
the approved contractors.
Three Complete Set 3 Set P.Set @ Rs.
1 Providing and fixing chain pully block 5 tone
capacity with 5-meter chain complete in all respect.
3 No Each @ Rs.
2 Supplying/fixing water kent meter (UK made) in
delivery piping complete with 2 No. MS falnges of
3/4" thickness Nuts Bolts & rubber inserting sheet
etc complete in all respect
3 No Each @ Rs.
3 P/L 4 core 7/0.064" size PVC insulated copper
conductor cable, upto 30 meter from WAPDA
installed on electric pole outside pump house to the
existing main switch inside the pump house
including single standard of 8 SWG GI wire with
holding clamps with holding clips/wire band
complete 1 No.2" I/d light weight GI pipe of 5 ft.
length with necessary holding hook and stay wire
and necessary dowel bolts, nuts for the fixing with
the wall of pumphouse and making hole in pump
house wall and its restoration after crossing the
electric cable complete
90 Meter P.Meter @ Rs.
CONDITIONS:
I- Minium efficency of pumping machinery must be at
least 75%
ii- Two years unconditioned full warrenty be obtained
from contractor/manufacture.
iii- Physical test for efficency of pump at the test bed of
manufacture before supply.
iv- Contractor must mention the name of approved
manufacturer at the time of submitting tender.
v- The Contractor will install the machinery under the
superivision of manufacturer representative.
vii- The MCU will be certified for capability by the
manufacturer of pumping machinery.
E- RISING MAIN
1. Excavation of trenches for water supply pipe line in
all kinds of soil except cutting rock upto 5 Ft. depth
from ground level including trimming dressing the
sides leveling the bed of trenches to correct grade
and cutting pits for joint etc, complete in all respect.
495780 Cft %oCft. @ Rs.2. Providing, laying, cutting, jointing, testing and
disinfecting PVC Pipe of BSS with "B"-Class
working pressure in trenches, complete in all
respects.
3 dia PVC. 37446 Rft P. Rft. @ Rs.
4 dia PVC. 9655 Rft P. Rft. @ Rs.
6 dia PVC. 12635 Rft P. Rft. @ Rs.
8 dia PVC. 21425 Rft P. Rft. @ Rs.i 10 dia PVC. 1469 Rft P. Rft. @ Rs.
5. Providing and fixing C.I Specials of BSS B-Class such as
tees, bends, cross, reducer, tailpieces etc: flanged
spigot cap flanged socket callor angle branch pluge etc:
for C.I pipe line complete C.I flanged special with
flanged joints.
ii 3" to6" dia 3276 Kg P. Kg. @ Rs.i 8" to12" dia 3256 Kg P. Kg. @ Rs.
6. Providing and fixing C.I flanges on pipe i/c Turing
threading facing, and fitting etc: complete in all respect.
i 3" to 6" dia 2072 Kg P. Kg. @ Rs.ii 8" to12" dia 1664 Kg P. Kg. @ Rs.7. Providing and fixing PVC taper core of BBS Class B
working pressure.
i 3" dia 386 No Each. @ Rs.ii 4" dia 64 No Each. @ Rs.iii 6" dia 66 No Each. @ Rs.iv 8" dia 90 No Each. @ Rs.v 10" dia 15 No Each. @ Rs.8. Providing and fixing air valve inside dia 2-1/2" of BSS
quality and weight (complete with jointing material)
double acting 10 No Each. @ Rs.9. Back filling of trenches by rehandling of earth work
lead upto a single throw of kassi phorah or shovel
including mining moising arht to optimum content in
layers complete. 396624 Cft %0 Cft @ Rs.10. Providing and fixing sluice valve of BSS quality and
wight, class B for cast iron pipe line and Asbestos
cement pipe the (Includikng cost of jointing mateirla
i 3"i/d 53 No Each. @ Rs.ii 4"i/d 3 No Each. @ Rs.iii 6"i/d 1 No Each. @ Rs.iv 8"i/d 2 No Each. @ Rs.v 10"i/d 2 No Each. @ Rs.
F- CONSTRUCTION OF BRICK MASONERY
SLUICE / AIR VALVE CHAMBER,3X3=71.NO
1.Excavation in ordinary soil of foundation
building, bridges and other structure , i/c dag-
belling, dressing, refilling around structure with
excavated earth, watering and ramming lead
up to one chain and lift up to 5 feet.8875 Cft %0 Cft @ Rs.
2. Cement concrete brick or stone ballast 1 1/2"
to 2" gauge in foundation and plinth, complete
in all respect. 1:6:12 887.5 Cft % Cft @ Rs.3.
Pacca Brick work 1:5 in foundation and plinth.3195 Cft % Cft @ Rs.
4. Cement plaster 1/2" thick in 1:3 Ratio, up to 20'
height 3834 Sft % Sft @ Rs.
5. PCC (1:2:4) i/c placing, laying, finishing, curing
etc.complete in all respect. 159.75 Cft % Cft @ Rs.6. Providing and laying reinforced cement
concrete (including presstressed concrete),
using course sand and screened graded and
washed aggregate in required shape and
design including forms, moulds, shuttering,
lifting, compacting, curing, rendering and
firnishing exposed surfaces, complete (but
excluding the cost of steel reinforcement, its
fabrication and placing in position etc:)(a) (i)
Reinforced cement concrete in roof slab,
beams, coulmns, linters, girders and other
structural members laid in situ or precast laid in
position, or prestresses, members cast in situ,
complete in all respect. Type C (Nominal mix
1:2:4).
718.875 Cft P.Cft @ Rs.7.
Febrication of mild steel reinforcement for
cement concern,i/c cutting, bending , laying in
position , making joints and fasttening, i/c cost
of bending wire and labour charges for bending
of steel reinforcement (also include removal of
rust from deformed. 2204.55 Kg % Cft @ Rs.
G- HYPOCHLORINATOR
Providing, fixing & testing of Hypo Chlorinator
(chemical metering pump), Capacity 0-30
gallons/dayat 100 psi max injection pressure fitted
with 1/60 HP air cooled heavy duty electric motor
220 V, 50 Hz, single phase AC complete with all
accessories like bleed valve assembly, suction
tubing, discharge tubing, foot valve and strainer
assembly with weight, back check valve assembly,
solution tank, injection fitting, wall brackets etc,
complete in all respects.
3 Set P.Set @ Rs.
H- GROUND STORAGE TANK 70000 GALLON
CAPACITY,WITH PUMP HOUSE.1.NO
Design and construction of 35 Ft:dia GST at water
works,complete with reinforcement cement
concrete structure, 10 ft:working depth cement
concrete ground storage tank 70000 glns capacity
with a total depth of 12.50 ft: and structure 1:2:4
with semi circuler pump house on roof of storage
tank with brick masonry,sluice valve,wash out
chamber as specified by the engineer incharge of
the work & all accesseries complete subject to
approved design excavation etc: complete with
following accessories (i to xxiv) per design
calculation preparing the drawing, test of soil
bearing capacity complete in all respect to the
entire satisfaction of the Engineer Incharge of the
work to be submitted to the S.E. PHE Circle,
D.G.Khan for approval before starting of
consturction.
Detailed scope of work, Allied Works, Design
Parameters and specification.
The tank shall have not storage capacity of 50000
imperial gallons exclusive of 6" dead storage at
bottom for columns and 1'-6' free-board b/w full
supply level and botom of roof, supply level and
bottom etc:complete.
Testing of soil bearing capacity through university of
Engg: Lahore of M/S Geodrill Lahore for safe
design of tank and size, type & depth of tank
foundation and submission of soil bearing capacity
test report in triplicate.
Providing structural design of tank with construction
drawing (3 Sets draft 8 stes final) from reutable
consulting firm/structural Engineer, to be approved
by the Superintending Engineer, PHE Circle,
D.G.Khan with corrections, rectifications.
Tank shall have R.C.C bottom slab, columns and
roof slab with tee and ring beams, tank walls shall
be designed on retaining action in first class brick
work with 1:3 cement sand mortor and 6" thick
R.C.C. Core wall for height 1 ft above F.S.L subject
Bottom slab shall be laid on compacted P.C.C
(1:4:8) 12" thick (minim) on on PCC (1:6:12) 12"
thick (minium) on undisturbed execavated bed,
subject to approved design.
Top level of tank bottom slab shall be 5 ft
(maximum) below existing ground level subject to
approved design.
Tank bottom shall have a diagonal bed slope of
1:300 towards a sum on one side for scouring and
cleaning.
Tank bottom and internal surface of wall shall be
provided with 2" thick stucco cement plaster in 1:1
1/2:3 (cement sand shingle ) for full height.
3/4" thick vertical DPC in 1:2 cement sand mortor
with 2" coats of bitumen shall be provided on outer
surface of side wall for under. Ground portion upto
finished ground level while above this point tank
wall shall be finished with deep struck point.
Tank shall be provided with 2 1/2 ft. wide RCC stair
case along outer side supported by (a) RCC landing
at roof slab level.
P & F 4 No. RCC manhole covers with C.I frame of
22" dia of public health Engg: standard design in
the roof slab.
P & Installing accessable from manholes 2 Nos.
M.S. angle sides the tank made of 3"x3"x1" 1/4"
M.S angle sides with 3/4" dia x 1'-6" long, 12"
centre to centre M.S. bar steps duly painted in two
coats of bitumastic paint on a cost of red lead.
P & installing in roof slab, 4 No. vents of 6" i/d
C.I/M.S pipe with moqui to proof wire gauze duly
painted with 2 coats of bitumastic paint or red lea
primer as per approved design.
P & F in tank wall at required levels and location
flanged C.I wall pieces with puddle collars (B.S.S.
"B" Class) including 2 coats of bitumastic paint on
one coat of red lead primer for.
6 i/d 4 ft long.
8" i/d 6 ft long
6" i/d 6 ft long, single flange outer side with 1/2"
thick dead plate, nuts, rubber, sheets.
P & Installing one water level indicating gauge
including gratuated guage, Float, Guide, Pointer,
Sting, Pulleys etc. The rate also includes coat of
execavation upto designed depth. Backfilling,
compacting and disposal of surplus earth within one
chian etc:complete.
The design shall be based on the following
allowable stress/ mixes for concrete and steel.
Concrete for water retaining members i.e. bottom
i.e. bottom slab, columns, core wall (Mim. Not
weaker than 1:1 1/2:3 ratio.
1. Concrete for other than water retaining members
(May not waeker than 1:2:4 ratio)
ii Refinforecment steel for water retaining members
12000 PSI.
iii Refinforecment steel for other than water retaining
members
iv Samples of the structural /reinforcement steel, form
each lot brought to the site of work, shall be got
tested for the required tensile stength from a
specified by the Engineer Incharge a at the cost of
the contractor. In the case having been found
below.
v Standard cubes of 6"x6"x6" size shall be filled,
cured and preserved from each days, batch of
concreting, for tank which shall be got tested by the
contractor, at his own cost, for crushing strength for
the required No. of days from a meterial testing lab.
vi MODE OF PAYMENT
vii Payment will be made for work done as under:-
viii 18% of the contract amount as 1st payment on
completion of RCC tank bottom slab including all
the preceding allied works soil bearing capacity
tests
ix 15% of the contract amount as 2nd payment on
completion of tank wall including core wall and RCC
supporting
x 45% of the contract amount as 2nd payment on
completion of RCC tank roof
xi 22% of the contract amount as 2nd payment on
completion of remainging civil works and allied work
according to the approved design and testing of the
tank.
xii 10% according deducted from running bills and
final shall be refunded by period expiry of warranty
period according to contract after completion of the
tank allied work as per approved.
xiii Complete in all respect
Construction of brick masonery semi circular pump
house on roof of ground storage tank as per
standard design & specification of PWD/PHED etc
complete in all respect.
Complete in all respect 70000 Glns @ Rs.2. Construction of brick masonary Pump House Sami
Circular on GST 1 No Each @ Rs.
I- PUMPING MACHINERY FOR GROUND
STORAGE TANK 2 No.
1 Supplying, installation and testing of vertical turbine
pumping unit (Manufactured by approved
manufacturers of HUD & PHED) capable to give a
discharge of 0.75 cusec of clear water against a
total dynamic head of 130 feet with 17 feet column
pipe directly coupled with vertical 3 phase 20 BHP
electric motor (SIEMENS) 380/440 volt squarel
cage Hallow shaft with following technical data (i) to
(v) and following (a to u) accessories complete in all
respects
TECHNICAL DATA :-
Type of pump vertical turbine pump
Discharge in cusec 0.75
Head in feet 130
HP of motor 20
Column pipe length 17
ACCESSORIES
a S/f star delta starter (SIEMENS) ASD 20 i/c circuit
breaker etc.
b S/F metallic board 4' x 3' made of 1/16" thick MS
sheet with 1-1/2x1-1/2x3/16" angle iron frame
house and duly painted in smoke colour.
.
c S/F iron clad 3-phase main switch China/Feco 0-
500 volts
d PrS/F phase indicator i/c cost of brass holder bulb 0
volt and its wiring complete in all respect
e S/F of volt meter 0-500 volts 4" size China madet
f S/F of ampere meter 0-60 Amp: 4"size China made
g S/F Power wiring of suitable size PVC sheathed
insulated wire from energy meter to mainswitch to
starter inflexible PVC pipe in suitbale diameter with
brass end connectors
h S/F Kit kat fuses 0 to 500 volts 4" on board China
made
j Earthing of motor and other equipment with GI wire
in GI pipe 1/4" dia recessed or on surface of wall
and floor with 15 meter long upto spring level and
meter away from the plinth of pump house
complete in all respect.
k Earthing of motor and other equipment with GI wire
in GI pipe 1/4" dia recessed or on surface of wall
and floor with 15 meter long upto spring level and
meter away from the plinth of pump house
complete in all respect.
l Supplying /fixing power feeder from startot to motor
with 3 core cable enclosed in suitable diameter G.I
medium quality with felixible PVC Pipe motor to
startor ends along with brass end connector
m S/F CI flanged, special of BSS quality required
delivery ends jointing with rising main complete in
all respect.
n S/F base plate of 2' x 2' x 1/4" of suitbale size
properly groutred in foundation i/c nuts and bolts
complete in all respect
o PCC (1:2:4) foundation of pump and motor as per
manufacture's specification with stainless steel nuts
and bolt complete in all respect
p S/F 6" i/d CI non return valve BSS on delivery ends
q S/F CI Sluice valves of 8" i/d as per BSS on
delivery and complete in all repsect
r P/F in position pressue guage 0 to 150 lbs.
s Internal electrification of pump house with 16 mm
dia PVC pipe 250/440 volts PVC installed 3/0.029"
wire 3 Nos. round block of shallow wood one
shallow wood board of 12" x 14" size one 9" long
swan neck plain brass/steel oxidized (lamp holder
on wall type/pole type) with brass holder water tight
retlectors with brsss holder on two pins 10/15
ampere and one set earthing as standard
specifictions etc: complete in all respect.
t S/F delivery pipe 8" i/d (GI pipe for pump i/c
connection with rising main as per requirement
complete in all respect.
u Supplying of test report from MEPCO (WAPDA) by
the approved contractors.
Two Complete Set 2 Set P.Set @ Rs.
1 Providing and fixing chain pully block 5 tone
capacity with 5-meter chain complete in all respect.
2 No Each @ Rs.
2 Supplying/fixing water kent meter (UK made) in
delivery piping complete with 2 No. MS falnges of
3/4" thickness Nuts Bolts & rubber inserting sheet
etc complete in all respect
2 No Each @ Rs.
6 P/L 4 core 7/0.064" size PVC insulated copper
conductor cable, upto 30 meter from WAPDA
installed on electric pole outside pump house to the
existing main switch inside the pump house
including single standard of 8 SWG GI wire with
holding clamps with holding clips/wire band
complete 1 No.2" I/d light weight GI pipe of 5 ft.
length with necessary holding hook and stay wire
and necessary dowel bolts, nuts for the fixing with
the wall of pumphouse and making hole in pump
house wall and its restoration after crossing the
electric cable complete
60 Meter P.Meter @ Rs.
CONDITIONS:
I- Minium efficency of pumping machinery must be at
least 75%
ii- Two years unconditioned full warrenty be obtained
from contractor/manufacture.
iii- Physical test for efficency of pump at the test bed of
manufacture before supply.
iv- Contractor must mention the name of approved
manufacturer at the time of submitting tender.
v- The Contractor will install the machinery under the
superivision of manufacturer representative.
vii- The MCU will be certified for capability by the
manufacturer of pumping machinery.
J- #REF!
1. Design and construction of R.C.C. Overhead
Reservoir 30,000 gallons copacity with 10% extra
capacity for free board and dead storage/silting at
bottom the height of the base slab of tank shall be 40 ft
above finished ground level which shall be 1-1/2 feet
higher than the average existing level of otherwise
specified including cost of all following items mentioned
here under from item (a to t)
a) Physical and structural design of the over head
reservior according to the given parameter of the
Dpartment by a structural Engineer having
qualification not less than M.Sc. Structural
Engineering (Civil), registered with the Pakistan
Engineering Council the design shall be approved
by the Superintending Engineer PHE Circle
D.G.Khan. His decision sahll be final. the design
shall be based on following concrete mixture ratio
and allow the design stressed for concrete and
steel.
b) Testing of bearing capacity of soil at the proposed
site of Over Head Reservoir from Govt:
organisation like Univbersity of Engineering and
Technology Lahore / Texila, Building / Road
research station Lahore of C&W Department
irrigation research ionstitute Govt: of Punjab
Lahore.
c) Compression stress for concrete for all water
retaining in member 600 PSI (Mix not weaker than
1:1-1/2:3)
d) Compression stress for concrete for all other than
water retaining in member 750 PSI (Mix not weaker
than 1:2:4)
e) Tensile stress for steel for 16000 PSI water rating
members
f) Tensile stress for steel for 16000 PSI other than
water rating members
g) Providing laying hosting, testing and disinfecting of
medium class MS Pipes with flanges joints size and
thickness as given under for rising delivery overflow
mains and scour Pipe including nuts bolts rubber
insetion sheet with two coats of bitumenious
painting.
h) 6" i/d M.S 6-mm thick upto 10 ft from the outer
edge of over head reservoir foundation rising main.
j) 4" i/d M.S 6-mm thick upto 10 ft from the outer
edge of over head reservoir foundation for delivery.
k) 4" i/d M.S 6-mm thick upto 10 ft from the outer
edge of over head reservoir foundation for over flow
including cost of disposal chamber of approved
design.
l) 4" i/d M.S 6-mm thick upto 10 ft from the outer
edge of over head reservoir foundation for over flow
pipe with control valve openable from stair case
landing at least brace level.
m) Providing, fixing and testing of flanged CI/MS
specials for fitting of required size corresponding to
respective size for rising, delivery, overflow mains
and scour pipes such as bell mouths with puddle
collers, tees, bends, duck foot bends Complete in
all respect.
n) Providing and Fixing 18" wide RCC ladder from
ground level to top of tank i/c 3 ft hiugh railing of 1-
1/4" i/d G.I. Pipe on both sides with vertical posts
on alternate steps
o) Providing and Fixing in top slab 02 Nos. medium
weight C.I manhole covers with frames of 22" i/d
size complete i/c 02 coats of enamel painting.
p) Providing Fixing in top tank to lightening condustor
of appropriate design i/c 1" x 1/8" size copper strip
fixes along tank well comlumns and under ground
from lightening condustor to earthing point at 30 ft
(min) away from outer edge of tank foundation i/c
cost of earthing of approved specification.
q) Providing Fixing along periphery on top of tank slan
2-1/2 ft high railing of 1-1/4" i/d size G.I pipe having
two horizontal rows and vertical posts spaced not
more than 3 ft centre to centre i/c cost of G.I
specials with painting in grey enamel paint
complete in all respect.
r) Providing laying of cement sand grouted brick on
edge paving on 1" thick sand bed laid on properly
dressed compacted and radically outward solping
bed upto outer edge of the columns of the over
head reservoir with finished level of the brick paving
in the centre at 6" high above the plinth level
around the over head reservoir duly provided with
brick masonary on 4" thick 1:6:12 PCC foundation
toe wall on the periphery for protection.
s) Clearance of site of work before construction and
its cleaning development and restoration after
completion of all works over head reservoirs up to
their requires finished plinth level respectable
complete to the entire satisfaction of Engineer
Incharge.
t) Providing and fixing water level indicate gauge lighting
arrestor etc: complete in all respects.
SPECIAL CONDITIONS
1. The design calculations and working design with
bearing capacity test 03 copies will be submitted for
approval to competent authority within 20 days of
the acceptance of tender.
2. The contractor will be bound to accept any
correction / changes in the design while checking
and will have no claim what so ever for additional
cost of design and construction due to such
correction / amendment in the design.
3. After approval of design calculation and detailed
drawings to contractor will to submit 6 fair copies of
the same for final approval and record with the
department for use at site.
4. All members in concrete with water such as base
slab and wall of reservoir will be RCC (1:1-1/2:3)
nominal mix and members remote from water will
be RCC (1:2:4) nominal mix
5. The contractor shall cast and keep 6" x 6" x 6" size
cubes for testing from each day bach of concrete
used in the reservoir. The contractor shall get the
crushing strength of cubes tested at his own cost
from approval laborator. For any cube found below
their required strength the contractor will have to
dismantle the relative portion and reconstruct the
same without any extra cost.
6. The work shall be carried out strictly in accordance
with the sanctioned estimate and approved drawing
/ design / specifications and to the entire
satisfaction of Engineer Incharge.
MODE OF PAYMENT
Payment will be made for work done as under:-
I On completion of raft foundation 30&II Completion of Pillers/column upto 40ft: 0.15III Completion of Pillers/column above 40ft: to base
slab. 0.15IV On completion of Water Tank 0.2V On completion of all structure including stairs,
piping, testing etc: complete. 0.2Complete in all respect. 30000 Gln. P.Glns @ Rs.
K- LOW LEVEL RESERVOIR 500 GLNS. 4 No.
1. Excavation in foundatin of building bridge and other
including dagbilling, dressing refilling around structure
with excavated earth watering remaining lead upto one
chain and lift upto 5ft: complete (Ch.-3-21).
696 Cft %0 Cft @ Rs.2. Providing laying placing plain cement 1:6:2 ratio in
foundation and plinth complete.(Ch.-6-3).
344 Cft % Cft @ Rs.3. Pacca brick work in 1:3 cement sand mortor in other
than building complete (Ch.-7-72). 2048 Cft % Cft @ Rs.4. Providng/laying reinforced cement concrete including
prestressed concrete using course sand and screened
graded and stone agreegate in required shape in design
including forms moulds shittering etc. complete (Ch.-6).
Type "B" Nominal mix 1:1-1/2:3
355.6 Cft P.Cft @ Rs.5. Type "B" Nominal mix 1:2:4 159.12 Cft P.Cft @ Rs.6. Fabrication of mild steel reinforcement for coement
concrete including cutting bending laying in position
making joints including cost of binding wore including
removal of rust from bars. Deformed bars
1576 Kg % Kg @ Rs.7. Providing fixing in RCC slan J-type 4"I/d G.I vent pipe
including bends and specials complete.
16 No Each @ Rs.8. 2" stuco cement plaster upto 20' height 1:2:4 (Ch.-11-
5). 656 Sft % Sft @ Rs.9. 1/2" thick cement plaster ratio 1:2 ect. Complete
606.28 Sft % Sft @ Rs.10. Providing and fixing MS sheet 1/8" thick manhole cover
with angle iron frame 1.5"x1.5"x0.125" with lock and
locking arrangements complete. (N.S).
8 No Each @ Rs.11. Earth filling under floor with new earth excavated from
out side lead upto one chain etc. (Ch-3).
381.888 Cft %0 Cft @ Rs.
12. Extra for pacca brick work in stening of well or any other
cilcular masonry (Qty as per Item No.3) Ch-7
1824 Cft % Cft @ Rs.13. Providing and laying cutting tesing and disinfecting of
G.I pipe line 2"I/d of BSS class "B" working pressure for
rising main /delivery main complete Battery tapes (Ch.-
23). 240 Rft P.Rft @ Rs.14. Supplying/fixing brass bib cock 1/2" dia etc 30/5 (Ch.-19-
44). 48 No Each @ Rs.15. Providing laying topping of cement concrete 1:2:4 I/c
surface finising and diving into pannels 2"thick (Ch.-10-
15). 232 Cft % Cft. @ Rs.16. Cement pointing deep struck flush joints 1:2 ratio
complete 10000 Sft. % Sft. @ Rs.17. Cutting facing and making holes in G.I pipe and welding
1/2"I/d G.I pipe sockets on pipe for facing brass bib
cock/niple. 48 No Each. @ Rs.LOW LEVEL RESERVOIR 1000 GLNS. 1 No.
1. Excavation in foundatin of building bridge and other
including dagbilling, dressing refilling around structure
with excavated earth watering remaining lead upto one
chain and lift upto 5ft: complete (Ch.-3-21).
115.203 Cft %0 Cft @ Rs.2. Providing laying placing plain cement 1:6:2 ratio in
foundation and plinth complete.(Ch.-6-3).
56 Cft % Cft @ Rs.3. Pacca brick work in 1:3 cement sand mortor in other
than building complete (Ch.-7-72). 336 Cft % Cft @ Rs.4. Providng/laying reinforced cement concrete including
prestressed concrete using course sand and screened
graded and stone agreegate in required shape in design
including forms moulds shittering etc. complete (Ch.-6).
Type "B" Nominal mix 1:1-1/2:3
77 Cft P.Cft @ Rs.5. Type "B" Nominal mix 1:2:4 30.89 Cft P.Cft @ Rs.6. Fabrication of mild steel reinforcement for coement
concrete including cutting bending laying in position
making joints including cost of binding wore including
removal of rust from bars. Deformed bars.
330 Kg % Kg @ Rs.7. Providing fixing in RCC slan J-type 4"I/d G.I vent pipe
including bends and specials complete.
2 No Each @ Rs.8. 2" stuco cement plaster upto 20' height 1:2:4 (Ch.-11-
5). 82 Sft % Sft @ Rs.9. 1/2" thick cement plaster ratio 1:2 ect. Complete.
81 Sft % Sft @ Rs.10. Providing and fixing MS sheet 1/8" thick manhole cover
with angle iron frame 1.5"x1.5"x0.125" with lock and
locking arrangements complete. (N.S).
1 No Each @ Rs.11. Earth filling under floor with new earth excavated from
out side lead upto one chain etc. (Ch-3).
102 Cft %0 Cft @ Rs.
12. Extra for pacca brick work in stening of well or any other
cilcular masonry (Qty as per Item No.3) Ch-7
303 Cft % Cft @ Rs.13. Providing and laying cutting tesing and disinfecting of
G.I pipe line 2"I/d of BSS class "B" working pressure for
rising main /delivery main complete Battery tapes (Ch.-
23). 30 Rft P.Rft @ Rs.14. Supplying/fixing brass bib cock 1/2" dia etc (Ch.-19-44).
8 No Each @ Rs.15. Providing laying topping of cement concrete 1:2:4 I/c
surface finising and diving into pannels 2"thick (Ch.-10-
15). 37 Cft % Cft. @ Rs.16. Cement pointing deep struck flush joints 1:2 ratio
complete. 243 Sft. % Sft. @ Rs.17. Cutting facing and making holes in G.I pipe and welding
1/2"I/d G.I pipe sockets on pipe for facing brass bib
cock/niple. 8 No Each. @ Rs.
NAME OF WORK.
NAME OF CONTRACTOR.
APPROXIMATE COST:
EARNEST MONEY.
TIMIE LIMIT.
1 SURFACE DRAINS.
1 Earth work excavation in open cutting upto 5
ft.depth for storm water channels drains sullage
drains in open area, roads, streets lanes including
under pinning of walls and shorting to protect
existing works, shuttering and timbering the
trenches dressed to designed level and dimensions
trimming removal of surface water from trenches
back filling and surplus excavated material
disposed off and dressed within 50 ft.lead in
ordinary soil
21233.9 Cft. 99736.56 Rs
2 Cement concrete brick or stone ballast 1 1/2" to 2"
gauge (1:6:12) etc complete in all respect.
10252.4 Cft. 1007653 Rs
3 Pacca brick work in F&P incement sand martor
ratio (1:5) 10252.4 Cft. 1584627 Rs
PUNJAB PUBLIC HEALTH ENGINEERING DEPARTMENT(SOUTH ZONE)
PUBLIC HEALTH ENGINEERING DIVISION RAJANPUR
RURAL
Rs. 40500000/-
Rs. 2025000/-
12 months
Sr.
No.Description of Items unit
Rate
as
per
Rate to
be qouted
by the
4 Pacca brick work on edge laid in reimbursement,
in cemet sand martor, on sides of drains,and on
other work where required. All joints to be filled and
struck flush points, ratio(1:5)
27339.8 Sft. 1881959 Rs
5 Construction of punjab standard drains of cement
concrete
(1:2-1/2:5) with cement concrete bedding ratio
(1:6:12) complete laid to lines,grades,slopes,and
shapes,rendering exposedsurface of concrete with
(1:1) cement sand martor 1/4(6mm) thick as per
Engineer's drawing (Excluding excavation)
a).Type-I 18226.5 Rft 1644942 Rs#REF! 233 Cft. 55081.2 Rs#REF! 713.91 Kg 70663.88 Rs
2- BRICK PAVEMENTS.
1 Dismentalling of flagged flooring with out concrete
foundation 14000 Sft 62832 Rs
2 Earthwork excavation undressed lead upto single
throw of Kassi, phaorah or shovel:- Transportation
of earth all types when the total distance,including
the lead covered in the item of work is more than
1000.Ft:(300m) a).upto1/4 mile (400m) Dressing
and levelling of earhtwork to designed section,
etc.Compaction of earthwork (soft, ordinary or hard
soil) c) Ramming earthwork (all types of soil)(lead
upto 3 mile )
366193 Cft 2855093 Rs
3 Providing/Laying dry brick pavement/Soling in
streets or roads etc; sand grouted laid in proper
camber i/c preparation, watering, compacting of
bed to proper camber & sand cushion.
55851.9 Cft 7059481 Rs
4 Laying dry brick pavements/soling in streets, or
roads etc;sand grouted laid in proper camber, i/c;
preparation, watering, campaction of bed to proper
camber and sand cushion etc: complete in all
rspect.(only labour rate)
3567.2 Cft 100340 Rs#REF! 1528.8 No. -3822
#REF!
1Dismantling brick work in lime or cement
mortar. 393.75 Cft 8835.75 Rs
2 Extra for slush or Daldal including dewatering.1350 Cft 57024 Rs
3Supplying and filling sand under floor or
plugging in well 262.5 Cft 3570 Rs4 #REF! 11475 Cft 53898.65 Rs5 #REF! 3037.5 Cft 298539.2 Rs
6 #REF! 9618.75 Cft 1486688 Rs
7 #REF! 1022.63 Cft 208511.2 Rs
8 #REF! 5400 Sft 87493.5 Rs
9 #REF! 506.097 Cft 119641.4 Rs#REF! 1550.68 Kg 153488.8#REF!
#REF! 16800 Sft 75398.4 Rs
1 #REF! 66507.5 Cft 602218.8 Rs
2
Providing and laying sub-base course of stone
product of approved quality and grade ,including
placing , mixing ,spreading and compaction of sub-
base material to required depth, camber, grade to
achieve 100% maximum modified AASHO dry
density , including carriage of all material to site of
work except gravel and.aggregate .
i) Pit run or bed run gravel
Rate analysis attached
28274.1 Sft 1708983 RsProvidingandlayingTuffpavers,having7000PSI,crush
ingstrengthofapprovedmanufacturer,over2"to3"sand
cushioni/cgroutingwithsandinjointsi/cfinishingtorequi
reslope.completeinallrespect. (50% Grey / 50%
Coloured) 113096 Sft 10167348 Rs#REF! 68490.2 No. -171225.6#REF!
1 #REF! 1275.75 Cft 7099.038 Rs
2 #REF! 318.94 Cft 37636.99 Rs
3 #REF! 669.35 Cft 106849.3 Rs
4 #REF! 31.5 Cft 6422.787 Rs
5 #REF! 420.94 Sft 7219.752 Rs
6 #REF! 168.84 Cft 54653.51 Rs
7 #REF! 415.23 Kg 41100.09 Rs
1- R.C.C SEWER
1 Dismantling and removing road metalling. 996 Cft. 10517.76 Rs
2 Dismantling cement concrete 1:2:4 plain. 450 Cft. 26136 Rs
3 Earthwork excavation in open cutting for sewers
and 'manholes as shown in drawings including
shuttering and 'timbering, dressing to correct
section and dimensions 'according to templates and
levels, and removing surface 'water, in all types of
soil except shingle, gravel and rock:-
i 0' to 7' depth 45817 Cft. 214510.6 Rs
ii 0' to 7' depth 15'.0 ft 25082 Cft. 197224.8 Rs#REF! 13231 Cft. 131981.9 Rs
4 Supplying filling sand under floor,or plugging in
wells (bed of sewrer) 2502.9 Cft. 34039.44 Rs#REF! 4119.93 Cft 210116.2 RsProviding and laying R.C.C. pipe sewers, moulded
with cement concrete 1:1½:3 conforming to ASTM
Specification C-76-79, Class II. Wall B, including
carriage
of pipe from factory to site of work, lowering in
trenches to
correct alignment and grade, jointing with rubber
ring,
cutting pipes where necessary, testing, etc.,
complete.
(12") i/d 3594 Rft 1442811 Rs (15") i/d 342 Rft 168554.7 Rs (18") i/d 300 Rft 206400 Rs
5
(21") i/d 400 Rft 328680 Rs
4 Transportation of earth all types when the total
distance, including the lead covered in the item of
work is more than 1000.Ft:(300m) a).upto1/4 mile
(400m) (all types of soil)(lead upto 3 mile )
70899 Cft. 290735.5 Rs
5 Supplying filling sand under floor,or plugging in
wells (in trenches as back filling) 56719.2 Cft. 771381.1 Rs
7 Constructing gully grating chamber, 12"x12", (
300x300 16.2 Pipe connection to be paid mm)
complete in all respects:b) concrete Gully trap.
69 No. 614100 RsConstruction of standard Gully/Hodi gratting
chamber with china waretrap 3' x 2/1/2' WITH
TRAPas per PHE drawing No;STD/PD No: 3 of
1977complete in all respect.
20 No. 284000 Rs
8 Restoration of metalled road, on laid service line,
including
compaction C -Black Topped Road with two coats
of surfacing & 10" (250 mm) depth of stone metal,
for sub base & base. 3285.85 Sft 105879.9 Rs
1 Earth work excavation in open cutting for
sewer and man holes as shown in drawing i/c
shuttering and timbering, dressing to correct
section and dimensions according to templates
and levels, and removing surface water, in all
type of soil except shingle, gravel and rock.
0' to 7' 1484 Cft 6947.94 Rs
#REF! 647 Cft 5087.49 Rs
Above 15' Depth 615 Cft 6134.748 Rs
2 Cement concrete brick or stone ballast 1 1/2"
to 2" gauge(1:6:12),in foundation and plinth.
340 Cft 40122.21
3 Pacca brick work in 1:3 cement sand mortar
otherThan building upto 10 ft: height.
3499 Cft 603126.1
4 Cement concrete plain 1:2:4 i/c placing,
compacting, finishing, and curing complete i/c
screening and washing of stone aggregate.465.8 Cft 94975.69
5 Cement plaster ½” thick 1:3 upto 20 ft; height.
3448 Sft 59138.37
6 Extra for making and finishing benching floor
Work in manhole chamber with 1/8” thick
cement Finish. 400 Sft 5858.4
7 Providing and fixing 1-1/4”x1-1/4”x3/16” thick
angle Iron step in manhole chamber i/c
carriage and setting the same in work to
correct lines & levels. 239 No. 53141.65
CONSTRUCTION OF MANHOLE CHAMBERS
8 Providing and fixing 6” thick RCC manhole
cover With T-shaped G.I. frame 22” i/;d frame
weighting 37.324 Kg or one mound as per
standard drawing STD/PD No. 6 of 1977
complete in all respect.20 No. 84280
Name of Contrector.____________________________________________
Approximate Cost.
Earnest Money
Time Limit
Sr
#
1 2 5Rates .
Amount
Chap: No.
Approximate Cost.
Earnest Money
Time Limit
Sr
#
1 2 5Rates .
Amount
Chap: No.
Rs.15.643 Million
Rs.0.782 Million
Sr.
No.
Rate for MRS Bi Annual 1st July 2016 to 31st
Desember 2016
Name of Contrector.____________________________________________
Rs.15.643 Million
Rs.0.782 Million
Sr.
No.
Rate for MRS Bi Annual 1st July 2016 to 31st
Desember 2016