Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Pipes and Pipe Related Activities
Opening Date12 Mar 2021
Closing Date30 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 19,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
72820Bid Award Id
ViewTender No
72820Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
(B) in Soft Rock
168
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Demolishing C.C./R.C.C. work by mechanical means includingstacking of serviceable material and disposal of unserviceable material with in 50m, lead.
63
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Providing, laying and jointing following P.V.C. pipes with
solvent cement joint for 6 kg/ sq. cm. pressures
including testing of joints, cost of jointing materials etc.
complete in all respect.
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90 mm dia PVC 6 kg./cm2
1200
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Providing and laying in position including testing following PVC bends suitable for 6Kg/Sq. cm.pressure pipes.
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90 mm dia PVC 6 kg./cm2
4
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Providing and laying in position including testing following PVC Tees, suitable for 6Kg/Sqm. Pressure pipes
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90 mm dia PVC 6 kg./cm2
8
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Providing and laying in position including testing following PVC flanged tail pieces suitable for 6, 8 and 10 Kg./Sq. cm. Pressure pipes.
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90 mm dia PVC 6 kg./cm2
4
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Providing and laying in position including testing following PVC end Cap (plugs) suitable for 6 Kg/Sq cm. Pressure pipes.
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90 mm dia PVC 6 kg./cm2
5
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Providing and laying in position including testing PVC coupler suitable for 6 Kg/Sq. cm. Pressure pipes.
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90 mm dia PVC 6 kg./cm2
4
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Providing and laying in position including testing of following PVC Reducers suitable for 6 Kg/Sq cm. Pressure pipes.
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110 x 90 mm dia
2
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Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap
including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete P.N.-1.6
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80mm dia
2
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Providing laying and jointing of following galvanized Iron (MS)
Pipes with specials (such as bends, elbows, tees etc) class
light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets
conforming to IS:1239/2011 Part- II.
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100 MM GI Pipe
30
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Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.
840
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Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:3:6 (M-10)
63
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Construction of Brick masonary valve chamber with
20 cm thick wall in 1:6 C.M. with 12mm thick 1:4
Cement Plaster and base course 10 cm. thick in M-15.
Inside Dimensions 110x80x100cm M-20 RCC chamber
cover size 130x100cmx120cm including cost of
materials, labour etc.complete.
2
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Providing, erecting, commissioning and giving test & trial for a period of one month including one year free maintenance after commissioning of Electro chlorinator capable of generating chlorine from common salt by electrolysis using electrodes in form of sodium hypo chlorite solution containing 6-8 gms/lit of available chlorine in batch or continuous prosses and capable of providing 8 hrs storage of hypochlorite in case of power failure. The electro chlorinator shall comprise of following. Electrolytic cell consisting dimensionally stable electrodes made from Gr I Titanium sheet with multi metal oxide coating. Electrolyzer tank made from PVC-FRP or Acrylic. Power pack consisting of transformer rectifier for generating suitable DC current from AC supply along with the control switch for dosing pumps etc. through MCB's contacts, relays and wiring Control panel for the electro chlorinator consisting of DC voltage and current display income phase status unit on-off switches fuses etc. Dosing tank of suitable capacity made from PVC/FRP. Dosing pumps of specials quality (1W + 1S) suitable to handle hypo chlorite solution. Entire chlorine solution pipeline shall be of PVC Chlorine test kit suitable to measure residual chlorine up to 5 ppm. 25 gm/hr
1
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Boring Providing and installing cast in situ single under reamd pile of specified diameter and length bolow pile cap in cement concrete 1:1.5:3 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 the length of thepile to be embedded in the
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pile cap etc. all complete.
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300mm dia
18
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Pumping out water caused by springs, tides of river seepage, broken water mains or drains of well of the like.
100
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Supply & Filling crusher stone dust for pipe bedding or
over the pipe (including supply of crusher stone dust.)
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Plinth filling
5.4
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side filling
2.45
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Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding cost of form work shuttering (with 40 mm nominal size graded stone aggregate)
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floor
1.2
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steps
0.18
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25mm thick cement concretefiooring with 1:2:4 cement concretefinished with floating coat ofneat cement.
12
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Providing and placing in position cold twisted steel and
hot rolled deformed steel reinforcement for R.C.C.
work i/c cutting, bending, binding etc. complete i/ccost
of binding wire and wastage.
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Providing & laying mechanically mixed R.C.C.
excluding centering & shuttering and reinforcement
in superstructure up to 4 mtr. Height above plinth
level (20mm graded metal)
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up to 5m
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Brick work with burnt clay fly-ash brick as per IS13757-1993 of class designation75 insuperstructure above plinth level up to floor two level in
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:Cement mortar 1:4(1 cement : 4 coarse sand)
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12mm thick cement plaster in single coat finished even,smooth and curing including cost of form work complete.in CM 1:5
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15mm thick cement plaster in single coat finished even,smooth and curing including cost of form work complete.in CM 1:5
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Steel work in welded built-up section/ framed work,
including cutting hoisting, fixing in position and
applying a priming coat of approved steel primer
usingstructural steel etc. as required.
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In gratings, frames, guard bar, ladder ,railings,
brackets, gates and similar works
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Door & Window@135 kg
135
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Painting New exterior surface (tow or more coat)with premium textured paint as per manufactures specification to give protective and decorative finish including cleaning washing of surface etc. complete with : on new work
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Qty same from item no-9 & 10
109.95
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Painting on New work to give an even shade with:Stain synthetic enemal paint
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G Room Door& window
2.52
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Electric fitting work with electric connection charges paid to CSPDCL.
1
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Providing and constructing one stand post as per type design with excavation 15 cm thick PCC 1:3:6 bedding 20 mm thick PCC 1:2:4 convert for platform of 1.5mx1.5m with side curb and bucket rest of 80 mm dia. 160mm dia PVC pipe central post duly filled therein with C.C. 1:2:4, 2.2m long, 15 mm dia medium G.I. pipe. From point of tapping to stand post additional 1620 (20 mm dia) composite pipe 6.0 m long. Providing and fixing of 15 mm dia, one steel water tap, one flow control valve SS, 5 LPM complete together with all labour and material charges as per drawing and as directed by Engineer-in-charge when good foundation in available. Rate includes draining arrangement by excavating open gutters complete (PHE Sor No.- 19.35 , Page -253 )
140
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Extra pipe line beyond 6 M length
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Earth work in excavation for pipe trench in hard soil areas including dressing, watering and ramming and disposal of excavated earth lead up to 50 meters and lift up to 1.5m, Disposal earth to be levelled, neatly dressed.
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(a) for Hard soil
180
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Earth work in excavation for pipe trench in all kinds of
rocks in areas including dressing, stacking of useful
material and disposal of unservicveable material up to
lead up to 50m and lift up to 1.5m.
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Soft rock with or without blasting or bituminous
pavement / cement concrete road.
7.2
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Providing and fixing Polyethylene-
Aluminum-Polyethylene (PE-AL-PE)
Composite Pressure pipes Conforming
to IS: 15450-2004 U.V. Stablished
with carbon black having thermal
stability for hot & cold water supply,
capable to with stand temperature up
to 800 C including all specials and
fittiings of composite material
(engineering plastic. gland and brass
insert wherever required) e.g. elbws,
tees. reducers, couplers and
connectors wiith clamp at 1m spacing.
This includes testing of joints complete
as per the directions of engineer- incharge
(Exposed on wall).
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1620( 20mm OD ) Pipe
1260
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Refilling available excavated earth in trenches, plinth
sides of foundation in layers not exceeding 20cm. in
depth including consolidation of each layer by ramming
watering, lead up to 50m and lift up to 1.5m in all kinds
of soils
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Deduction for pipe
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Providing & laying mechanically mixed cement
concrete 20mm nominal size graded crushed stone
excluding cost of centering & shuttering.
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In Plinth & foundation
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1:2:4 (M-15)
7.2
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Conducting the yield test of tubewell by operating the pumping set continuously for a desired time period and measuring the discharge and drawdown of tubewell at a suitable time interval as per the direction of Engineer in Charge including cost of energy, cost of installation of suitable measuring device and hire charges of pumping set etc.complete.
1
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