Haryana Urban Development Authority Tender
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The HUDA has issued a formal invitation for competitive bids for the Haryana Urban Development Authority project, for Boring And Installation Of 1 No Deep Tubewell In Sector 40 Ue Panipat in Panipat, Haryana, with an estimated contract value of Rs. 20,36,821. The bid opening date for this tender is 29-03-2023 and the last date for bid submission is 19-04-2023. Interested bidders for Haryana Urban Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 42,000Document Cost
₹ 1,000Tender Fee
₹ 1,180
Summary
Boring And Installation Of 1 No Deep Tubewell In Sector 40 Ue Panipat
Description
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Contact
Tender Id
2023_HBC_269641_1Bid Award Id
ViewTender No
202364107098 D812 4A29 902F B964D974E0A1241HSVTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
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[20.106.2]Supply, testing and lowering (ERW) electric
resistance welded M.S. pipes with MS threaded socket as
per IS 4270 as amended up to date, duly ISI marked for
housing pipe in 4 to 7 metres random length into bore well
with 88.90mm of threaded ends (8 threads to an inch or
25.40 mm) manufactured out of 8mm thick MS plates with
required numbers of MS socket 177.8mm with inside
thread to match the pipe threads and made out of MS plate
in to borehole in vertical position including cost of all tools
and plants, complete in all respects to the satisfaction of
Engineer-in-charge, including cost of all cutting, threading
of pipe, welding, where required and all sockets. The pipe
shall be painted with anti corrosive paint and covered
tightly with polythene of following sizes: 2. 250x8.0mm
120
365760
3048
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[20.97]Supplying, fixing and lowering reducing socket as
per IS:226 as amended up to date 273.10mm outer dia, x
219.10mm outer dia with 8 threads per inch or 25.40mm to
be made out of M.S. plate with internal threads, suitable
for jointing 273.10mm outer dia pipe and outer dia pipe
and 219.10mm outer dia ERW pipe
1
3246
3246
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[21.28]Providing and fixing steel bar embedded plastic
steps of size 263mm x 165mm of orange colour,
confirming to specification in pump chambers, manholes
etc., having minimum 3mm thick polypropylene polymer
confirming to is:10910 encapsulated on 12mm dia ribbed
steel bars per IS :1786. The rate include cost of setting the
same to correct lines and levels duly embedded in 1:2:4
cement concrete including carriage, loading, uploading,
stacking, handling, re-handling etc., complete in all respect
to the satisfaction of Engineer-in-charge
5
1670
334
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[20.98]Providing and fixing in position suitable bail plug
hook of 219.10mm/273.10mm as per IS 226 as amended
up to date, including the cost of M.S. Screwed sockets etc.
complete in all respects to the entire satisfaction of the
Engineer-in-charge of the work.
1
1298
1298
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[24.5.1.5]MISCELLANEOUS ITEMS 1.5. Supply and
jointing three core submersible flat cables of approved
make with bare bunched copper conductor insulated and
sheathed with PVC for submersible pump motors /fountain
lights etc with voltage grade 1100 volts marked with
IS:694, 1990 including cost of jointing, materials as well
as carriage, loading, unloading etc. complete in all respect
up to the entire satisfaction of Engineer- in-Charge.
Submersible Copper Cable 3 Core 10 sqmm
225
46125
205
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[20.105]Providing and fixing centralizer guides
(centralizer) fitted to the well assembly except the housing
pipe, at bottom and at a spacing of 12 m centre to centre, to
keep the assembly in centre of the bore hole as per
approved design and specifications with MS threaded
socket, confirming to IS : 226 amended up to date. Electric
Resistance welded (ERW) M.S. Pipes / ERW Cage type
Vee wire wound screen / Stainless steel screen / galvanized
screens duly ISI Marked
10
1300
130
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[20.101]Supplying as per IS 226 as amended up to date
deodar wooden box made of 20mm thick wood size 60 cm
x 75 cm x 30 cm with lid and locking arrangement etc for
preserving the strata samples received from the bore as and
when desired by the Engineer-in-charge.
1
649
649
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[20.96.1]Drilling of 609.60mm dia bore by hydraulic
rotary drilling (reverse circulation method) percussion rig
according to ISI specification No. 2800-1991 (Part-I) as
amended up to date and modified to extent of the
specification attached with this schedule of items of work
in all kinds of soils and boulders up to 125 mm dia except
rocky strata including the cost of all consumable stores,
fuel, oil, soil stabilizing material and transportation of rig
and other accessories to the site of proposed bore and back
including cost of lowering of all size of casing pipe while
boring and extracting the same against earth friction etc.
complete to the satisfaction of the Engineer-in-charge. 1.
Drilling from 0 metre but up to 200 metre BGL
200
194800
974
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[20.99]Supplying and packing graded gravel in bore well
of size as per ISI 4097, as amended up to date (Grade A)
and specification attached with this schedule of item of
work. The gravel should be free from dust, dirt or
vegetable matters. Packing to be done from the housing
pipe to the bottom of liner all around in the bore and will
be placed after liner and housing pipes have been lowered
and suitably clamped. Thickness and size of the gravel
packing will be designed and directed by the Engineer-incharge
strictly as per relevant ISI.
90.28
140656
1558
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[20.103.1]Development of tube well according to clause
9.3 of IS: 2800-1991 (Part-I) as amended up to date and
specifications attached and as directed by the Engineer-incharge
of the work including the cost of all consumable
stores, fuel, oil, compressors, pumps and machinery etc. as
required for the work. 1. Compressor 450cfm x 250 psi
20
122880
6144
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[4.13.1]Earth work in excavation by mechanical means
(Hydraulic excavator)/manual means over areas (exceeding
30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead
up to 50 m and lift up to 1.5 m, as directed by Engineer-incharge
1. Ordinary rock
6.01
871
145
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[6.1.7]Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work below plinth level and up to Floor IV
level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10
graded stone aggregate 40 mm nominal size)
0.43
1045
2455
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[20.88]Supply, erection, testing and commissioning of CT
meter of standard make with cubical meter box as per
HVPNL specifications including 3 phase electrical meter
100/5 of standard make approved by HVPNL including
CT/PT of suitable rating complete in all respect as per
directions of Engineer-in-charge
1
15581
15581
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[13.27]Structural steel work in single section, fixed with or
without connecting plate, including cutting, hoisting, fixing
in position and applying a priming coat of approved steel
primer all complete.
105
8400
80
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[20.69.1]Providing, lowering, laying in trenches, aligning,
fixing in position and jointing at all level/depths cast iron
(CI) standard specials plain /flanged/ socketed confirming
to IS13382 with rubber ring, nut bolts and rubber sheet
such as tees, bends, tapers, caps etc. complete including all
material, labour, testing and commissioning along with
pipe line as per Technical Specifications and as per
direction of Engineer. 1. Up to 300mm dia
100
5400
54
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[10.10.1]Providing and laying Cement concrete flooring
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)
finished with a floating coat of neat cement, including
cement slurry, but excluding the cost of nosing of steps etc.
complete. 1. 40 mm thick with 20 mm nominal size stone
aggregate
1.08
324
300
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[11.11.2]12 mm cement plaster finished with a floating
coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand)
7.14
878
123
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[6.33.3]Steel reinforcement for R.C.C. work, where not
included in the complete rate of RCC, including
straightening, cutting, bending, placing in position,
binding, wastage, overlaps, welded joints, spacer bars,
chairs, stays, hangers and annealed steel wire etc. complete
in all respect below plinth level 3. Cold twisted bars
45
3060
68
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[33.17.1]Providing and fixing M.S. clamp of required dia
to the top of casing/ housing pipe of tube well as per IS:
2800 (part I), including necessary bolts and nuts of
required size complete. 1. 100 mm clamp
2
2532
1266
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[20.96.2]Drilling of 609.60mm dia bore by hydraulic
rotary drilling (reverse circulation method) percussion rig
according to ISI specification No. 2800-1991 (Part-I) as
amended up to date and modified to extent of the
specification attached with this schedule of items of work
in all kinds of soils and boulders up to 125 mm dia except
rocky strata including the cost of all consumable stores,
fuel, oil, soil stabilizing material and transportation of rig
and other accessories to the site of proposed bore and back
including cost of lowering of all size of casing pipe while
boring and extracting the same against earth friction etc.
complete to the satisfaction of the Engineer-in-charge. 2.
Above 200 metre but up to 200 metre BGL
100
110400
1104
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[20.96.3]Drilling of 609.60mm dia bore by hydraulic
rotary drilling (reverse circulation method) percussion rig
according to ISI specification No. 2800-1991 (Part-I) as
amended up to date and modified to extent of the
specification attached with this schedule of items of work
in all kinds of soils and boulders up to 125 mm dia except
rocky strata including the cost of all consumable stores,
fuel, oil, soil stabilizing material and transportation of rig
and other accessories to the site of proposed bore and back
including cost of lowering of all size of casing pipe while
boring and extracting the same against earth friction etc.
complete to the satisfaction of the Engineer-in-charge. 3.
Above 300 metre but up to 400 metre BGL
50
71400
1428
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[20.107.1.1]Supply, testing and lowering of ISI marked all
welded stainless steel screen (SS304) cage Type V-Wire
Wound Screens in bore wells conforming to IS:8110 and
compositions of material as per IS:1012, outer dia 221mm
equivalent thickness required as per code, tensile load
14000 kg minimum and ring thickness as per IS code of
following sizes:- 1.1. Stainless Steel Screens
200x8.0x0.50mm
30
264330
8811
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[20.54.3]Providing GI pipes class B marked with IS: 1239
in 3.05 m length, their threading and welding with flanges
(Heavy Duty) on both sides, jointing with nuts and bolts (
‘W’ make), rubber gaskets , lowering into Tube wells and
testing including carriage, loading, unloading etc. complete
in all respects to the satisfaction of Engineer-in- Charge. 3.
80 mm i/d
25
46125
1845
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[6.14.1]Providing and laying in position specified grade of
reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All
work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse
sand (zone-III): 3 graded stone aggregate 20 mm nominal
size)
0.45
2213
4898
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[20.106.1]Supply, testing and lowering (ERW) electric
resistance welded M.S. pipes with MS threaded socket as
per IS 4270 as amended up to date, duly ISI marked for
housing pipe in 4 to 7 metres random length into bore well
with 88.90mm of threaded ends (8 threads to an inch or
25.40 mm) manufactured out of 8mm thick MS plates with
required numbers of MS socket 177.8mm with inside
thread to match the pipe threads and made out of MS plate
in to borehole in vertical position including cost of all tools
and plants, complete in all respects to the satisfaction of
Engineer-in-charge, including cost of all cutting, threading
of pipe, welding, where required and all sockets. The pipe
shall be painted with anti corrosive paint and covered
tightly with polythene of following sizes: 1. 200x6.4mm
180
478440
2658
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[6.8.3]Providing and laying damp-proof course with
cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III):
4 graded stone aggregate 12.5mm nominal size) 3. 25 mm
thick
0.78
70
90
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[20.104]Electric logging of tube well.
1
15581
15581
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[20.114.3]Supplying erection, testing of fully
automatic electric control panel board for
T/Wells in Pump Chamber consisting of
MS sheet of thickness 14 gauge duly
painted box type floor mounted made of
angle Frame containing 1 no. fully
automatic air brake starter suitable for
Motor of the following capacity, Min
switch of suitable range with HRC fuse, 1
no. volt meter (0 to 500 volts), 1 No.
Amp. Meter of 0 to 100 amp. 3 sets of
indicating lamp capacitor of suitable
capacity and 1 no. single phase preventers
with the timer switch including wiring in
panel board and suitable electric energy
meter wiring in Electric Control Panel
Board complete in all respect as per
specification given in Schedule No. II,
Including MCB, suitable, Capacitor,
Wooden Box etc as per site
requirement complete in all respect. 3. 20 HP Motor
1
25969
25969
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[20.102]Supplying and fixing 273.10mm M.S. clamp as
per IS 226 as amended up to date for supplying the housing
pipe supported on two girders not less than ISMB 100mm
x 150mm, weight not less than 17.00 kg / m, cross section
area not less than 21.67 sq. cm, flange thickness 7.00mm,
web thickness 5.40mm, 2.00 m long (each) embedded in
suitable foundation as approved by the Engineer-in-charge.
1
2597
2597
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[20.10.2]Extra for fixing sluice valves/flap valves socketed
or flanged including cartage from stores or nearest Railway
Station to site of works 2. 100 mm i/d
2
8442
4221
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[20.100]Supplying and fixing well threaded M.S. cap for
273.10mm outer dia M.S. pipe as per ISI 226 as amended
up to date to the satisfaction of the Engineer-in-charge.
1
649
649
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[20.124.31]Supplying, erection, testing and commissioning
of submersible pumping sets as per BIS SPECIFICATION
No. 8034-1989 (as amended upto date for pumps) and IS
9283-1979 (as amended upto date for motor) the pump
motor sets should be capable of pumping clear fresh cold
water having characteristics as specified in Clause-4 of IS
8034-1989 and Clause 4.1 of IS 9283-1979. 31. LPM 600
Head 90 BHP 20.00 Say Round BHP 20.00
1
79132
79132
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[20.11.2]Providing and fixing cast iron double flanged
swing check type reflux (non return) valves PN-1.6 marked
with IS:5312 including nuts and bolts marked with
IS:1363, rubber sheet marked with IS:638 etc., carriage
loading, unloading, stacking, handling, re-handling etc.
Complete in all respect to the satisfaction of Engineer-incharge
2. 100 mm i/d
1
3837
3837
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