Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date7 Dec 2024
Closing Soon21 Dec 2024
Tender Amount₹ 92,12,112
Costs
EMD
₹ 1,84,242Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WR_131219_1Tender No
28/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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((c) ) Tees angles & channels
10.08
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(10.11) Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
3.5
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(10.16) Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
11.17
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(10.21) Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
27.52
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(10.46) Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
38.69
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(10.49) Extra for RCC/PCC work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.
15.87
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Earth work in
excavation of foundation of
structures as per drawing and
technical specification,
including setting out,
construction of shoring and
bracing, removal of stumps
and other deleterious matter,
dressing of sides and bottom
and backfilling with excavated
surplus soil. In Ordinary soil (B) Mechanical Means (a) Depth upto 3 m
186.9
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(9.1) Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
124.94
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(9.3) Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.
210.86
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(9.5) Centering and shuttering for columns (circular or curved in plain)
78.85
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(9.6) Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
69.67
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(9.8) Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
100.4
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(9.12) Centring and shuttering for R.C.C. domes
41.52
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(34.13) GALVANIZED IRON
PIPES AND G.I. EARTHING
Supply & erection of G.I. pipe
(A-Class) as per IS:1239
(Part-I) 2004 including
sockets, bends, inspection
boxes, Steel hooks, GI saddle
clamps and other petty
materials etc., where
necessary including painting
as per PWD General
Specifications:- ((xiv)) Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling). ((a)) Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 14Metre in length)
1
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(16.2) Applying priming coat with metal primer on new steel or iron work including preparation of surface.
68.35
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Lightning Conductor including Earthing Arrestor , Copper wire complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
1
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(16.25) Painting two or more coats with aluminum paint to give an even shade excluding priming coat
31.17
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(2) Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. ((a)) Earth work upto 1.5 m. Depth for (i) All classes of soil except rocky
245
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(66) Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. (a) Size 0.6 m. x 0.6 m.
5
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(b) Size 0.9 m. x 0.9 m.
5
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(48) Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
6.05
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(27) Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). (B) Class PN-1.6 as per ISI ((d)) 200mm i/d Sluice Valves flanged
3
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((g)) 350mm i/d Sluice Valves flanged
1
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(30) Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. ((d)) C.I Double air valve (Size 80mm)
1
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Proving & fixing ISI
Marked Non-return valves
flanged end class PN-1.0 as
per IS:5312/2004 in pipe
lines including jointing & cost
of Nut Bolt , rubber insertion
etc. complete.
Note: If Non-return valves
class PN-1.6 is used instead of
class PN-1.0 , than 5% will
be paid extra. (B) Class PN-1.0 as per ISI with gun metal flap ((e)) 200mm i/d Non-return valve
3
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((h)) 350mm i/d Non-return valve
1
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(106) Providing, laying, fixing, testing and commissioning of C Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. on surface and providing angle iron support or cement concrete block as support including painting with two or more coats of synthetic enamel paint of required shade complete in all respects. (c) 200mm internal diameter
30
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Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. in ground with anti corrosive treatment with wrapping coating tape (4mm pypkote tap) as per IS 10221 Including of Primer etc. excluding cost of excavation Complete in all respect as per per Design, Drawings, Specifications and Instructions of Engineer-in-Charge. ( 350 mm internal diameter)
100
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Providing and fixing Bell Mouth ( Size 300x250mm) as per relevant IS Codes including cost of nut bolt , rubber insertion etc complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge
5
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Providing and fixing Flow meters complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge Providing and fixing Flow meters complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge
5
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Providing and fixing in position Cast Iron foot Valve flanged ends with rubber sheet as per IS 4038 including cost of nut bolt , rubber insertion etc complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge 250mm i/d Cast Iron foot Valve
5
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Providing and fixing Self Priming Pumps ( Monoblock Centrifugal Pump 415V,50HZ, Rated head 10-11m, Rated Discharge 63-65 lps) complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge
3
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Providing and fixing Electric Control Panel with soft starter complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge
1
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Providing and installation of Hybrid Type Solar Power system complete in all respect as per Instructions of Engineer-in-Charge .
1
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Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc on surface and providing angle iron support or cement concrete block as support including painting with two or more coats of synthetic enamel paint of required shade Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge (250 mm dia)
45
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Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc on surface and providing angle iron support or cement concrete block as support including painting with two or more coats of synthetic enamel paint of required shade Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge. (350 mm dia)
10
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(15.9) 12.5 mm thick cement plaster 1:4
653.52
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(11.8) First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.
46.68
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(11.7) First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
33.99
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(18.8) Providing and fixing G.I. Sheet 0.80mm thick garage doors, with 40mm x 40mm x6mm angle iron frame with diagonal braces, 3.15mm thick gusset plates at the top and 25mm dia meter pulleys and T-iron 50mm x 50mm x 6mm guides at bottom including locking arrangement with handles and pintles, etc. complete in all respect.
2.52
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(18.25) Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. ((b)) Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area
2.7
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(18.29) Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect ((a)) For single rebate.
65.8
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(18.11 (a)) Supplying and fixing rolling shutters, of approved make, made of 80mmx1.25mm, M.S. Laths, interlocked together through their entire length and jointed together, at the end, by end locks, mounted on specially designed pipe shaft, with brackets, side guides, 27.5cm long wire spring grade No. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed) Note:- Payment to be made for area of clear opening
7.32
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(10.15) Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
24.59
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(10.20) Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
11
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(10.25) Damp proof course 7.5 Cm thick cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded
38.69
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(10.12) Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
11.33
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(16.6) Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete
653.52
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(16.1) Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade
213.01
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(16.13) Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade
440.51
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(16.15) Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
57.33
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(16.17) Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
99.55
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(16.31) Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
253.79
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(14.3) Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm gaugw and 100mm fine sand and 100mm sand filling using mechanical mixer for mixing of material
141.96
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Painiting two or more coats with alluminium paint to give an even shade excluding priming coat
42.22
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(14.6) Conglomerate floor 40mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material
141.96
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(14.137) Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS code :15658(2006) for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths).
73.25
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(13.13 (i)) Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing
77.11
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(13.74 a) Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS clamps. (i) U-PVC pipes (working pressure 4 kgf. / sqcm) pipe 110 mm dia.
30
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(13.75) Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. (a) UPVC 110 mm bend
10
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(24.41 A) Precast Cement Concrete Kerb((a)) Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
10
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(24.43 A) 1.2 Meter High G.I. Barbed Wire Fencing((a)) 1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications
50
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Red meranti Normal
Super (18 to 19 kg per cft.
Approx.) doors shutter
windows shutter including
hinges, screw and cords etc.
Complete fixed in position
((a)) Panelled, glazed or
glazed and panelled.
((i)) 40mm thick (Single Leaf)
28.69
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Wire Gauge Red meranti
wood Super (18 to 19 kg per
cft. Approx.) door shutter
without springs housed in
chowkats.
((A)) 35 mm thick
19.1
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Chowkats of Red
meranti Super (18 to 19 kg
per cft. Approx.) confirming
to ISI specification no 1003 m
kiln seasoned of doors and
windows including iron hold
fasts, corner straps cleats,
stops bolts for hold fasts etc,
complete fixed in position
(Section 60mm x 150mm)(A) Double Rebate (60mm x
150mm) (60mm x 150mm)
48.3
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Single Rebate (60mm x
100mm)
25.5
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Providing and fixing
bright finished brass 100 mm
mortise latch and lock with 6
levers and a pair of lever
handles with necessary screws
etc. complete (best make of
approved quality).
10
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(17.26) Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect((b)) Glazing area above 0.09 sqm((iii)) 5.0mm thick Plate glass (INDIAN)
15.28
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(17.43) Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete((c)) I.S.I Designation No. III (size of door 851mm to 1000mm)
10
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(35) Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B-Class including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete. (d) 32mm i/d
115
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(72) Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect. (a) Boring with 150mm id Housing Pipe (1) Upto 150 m depth BGL.
100
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(74 A) Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. ((a)) 100mm nominal diameter (weight 14.5 kg per metre) 5.40 mm thickness
100
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(79 A) Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect.((a)) 100mm internal diameter (weight 14.5 kg per metre) 5.40 mm thickness
1
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(80) Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.((a)) 100mm internal diameter
1
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(88) Supplying at site of gravel quarry site of gravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe)
0.98
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LED Based SPV Street Lightening Systems 12
watt,75 SPV Module,12.
8V-30Ah, Lithium Ferro
Phosphate Battery(2000
cycles) 5 Mtr 12.00 Nos.
Hot dipped GI Pole 76.1 mm
OD,3.6MM THICK & 38 Kg
weight (+10) 70 Micron Zinc
coated
10
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Kirloskar Make oil Field Submersible Model-KPM Jalraaj UVA 60-1512 1.5 HP, 1 PHASE,12 STAGE WITH KIRLOSKAR CONTROL PANNAL
1
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KEI Submersible Cable 2.5mm
100
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