Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date1 Mar 2024
Closing Date11 Jun 2024
Tender Amount₹ 1,74,86,997
Costs
EMD
₹ 3,49,740Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_119140_1Bid Award Id
ViewTender No
49/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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.
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150mm internal diameter ( For Manifold)
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100 mm internal diameter ( For Suction and Delivery Pipe)
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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.
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100 mm Dia. Sluice Valve
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150 mm Dia. Sluice Valve
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Providing & fixing Double Air Valve ISI Mark das per IS-14845 including jointing, all carriages complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.(d) C.I Double Air valve (80 mm).
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Providing and fixing ISI Marked Non –return valves flanged end class PN-1.6 as per IS 5312/2004 in pipe lines including Jointing& cost of nut bolt , rubber insertion etc complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge ( B. Class PN-1.6 as per ISI with gun metal flap)
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100 mm i/d Non- Return Valve
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150 mm i/d Non- Return Valve
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Providing and fixing Hydropneumatic Tank of Capacity 500 ltr , orifice Dia 80mm, gas precharged at 20 kPa complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge
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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
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300 mm i/d Cast Iron foot Valve
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Providing and fixing Bell Mouth ( Size 300x100mm) 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
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Providing and fixing Flow meters complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge
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Providing and fixing Self Priming Pumps ( Monoblock Centrifugal Pump 415V,50HZ, Rated head 33-35m, Rated Discharge 13-14 lps) complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge
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Providing and fixing Electric Starter complete in all respect as per Design, Drawings , Specifications and Instructions of Engineer-in-Charge
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Providing and installation of Hybrid Type Solar Power system ( Capacity 20 kw) complete in all respect as per Instructions of Engineer-in-Charge .
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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. B Mechanical Means (A) Depth upto 3 m complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Cement concrete 1:4:8 with Stone Aggregate 40mm gauge, mixing by mechanical means using concrete mixer volumetric type complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Centering and shuttering for columns (circular or curved in plain) complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Centering and shuttering for faces of walls, partitions, retaining walls and the like ( vertical or battering) including attached pilasters, buttresses etc when curved complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Centering and shuttering for R.C.C. domes complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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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 complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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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 shutteriing in superstructure complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Extra for RCC/PCC work done above 4 metres height (where any single storeyexceeds 4 metres in height) for every additional height of 1 metres or part thereof. complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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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) GI wire in 15mm dia G.I reducing socket 50mmx15mm ( upto 14 Metre in Length) complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Lightning Conductor complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Steel Work fixed Independently without connecting plates including cutting hoisting and fixing in position complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge
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Flats
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Angles
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Applying priming coat with metal primer on new steel or iron work including preparation of surface complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge
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Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge
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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. B Mechanical Means (A) Depth upto 3 m complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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Manual Means (A) Depth upto 3 m
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Mechanical Means (A) Depth upto 3 m
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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 complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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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 shutteriing in superstructure complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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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 Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Terracing Consisting of Tiles 22.86x11.43x3.83 cm laid over 25 mm mud Plaster7.5 cm mud fillingon 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 Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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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 in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Finishing walls with exterior decorative cement based paint such as snowcem robbiacem etc. two or more coats to give an even shade complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Conglomerate floor 40mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro hydraulic compaction machine and of size and design / shape laid in ordinary Grey and pattern over and including 40mm thick compacted bed of Coarse sand filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge for non traffic areas and streets having width less than 3.05 mt ( Also not to used over footpaths)
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Precast Cement Concrete Kerb
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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 complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Chowkats of Red meranti Normal (18to 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) as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Double Rebate (60mm x 150mm) (60mm x 150mm)
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Single Rebate (60mm x 100mm)
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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 as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Panelled, glazed or glazed and panelled.
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(i) 40mm thick (Single Leaf)
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Wire Gauge Red meranti wood Super (18 to 19 kg per cft. Approx.) door shutter without springs housed in chowkats complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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35 mm Thick
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Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Glazing area above 0.09 sqm
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iii) 5.0mm thick Plate glass (INDIAN)
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Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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c) I.S.I Designation No. III (size of door 851mm to 1000mm)
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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) in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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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)complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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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 as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge. (a) For Single Rebate
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Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge (b) b) Glass panes 4mm or 10.75 kg / sqmexceeding 0.4 sqm of area
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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 as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge. (a) For Single Rebate
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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 in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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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 shadecomplete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.
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For Electic Fittings and Sanitary including Supply and Installations
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Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipe line 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 rainwater , diversion for traffic, night signals providing and fixing and caution boards, crossing over trenches for access to houses, watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15 mtr. Complete in all respect.
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Earthwork upto 1.50 mtr. Depth
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Filing sand in Alpha valve, air vent valve And Sluice valve chamber including supply and carriage of sand from local choe lead upto km.,including loading and unloading and rehandling if any complete in all respect.
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 4 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications
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50 mm (as per AOR sheet attached)
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75 mm (as per AOR sheet attached)
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90 mm (as per AOR sheet attached)
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110 mm (as per AOR sheet attached)
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150 mm (as per AOR sheet attached)
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160 mm (as per AOR sheet attached)
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Supply & fixing UPVC Long bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. LUMPSUMP
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50 mm. 45° (as per quotation and AOR)
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50 mm. 90° (as per quotation and AOR)
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75 mm. 45° (as per quotation and AOR)
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75 mm 90° (as per quotation and AOR)
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90 mm. 45° (as per quotation and AOR)
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90 mm 90° (as per quotation and AOR)
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110 mm. 45° (as per quotation and AOR)
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110 mm. 90° (as per quotation and AOR)
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150 mm 45° (as per quotation and AOR)
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150 mm 90° (as per quotation and AOR)
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160 mm. 45° (as per quotation and AOR)
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160 mm. 90° (as per quotation and AOR)
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Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge
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including all diax6Kg mm (as per Quotation and A.O.R)
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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).
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50mm i/d Sluice Valves flanged
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75mm i/d Sluice Valves flanged
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90mm i/d Sluice Valves flanged
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110mm i/d Sluice Valves flanged
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150mm i/d Sluice Valves flanged
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160mm i/d Sluice Valves flanged
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Supply & fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge
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50mm. (as per quotation)
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75mm. (as per quotation)
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90mm. (as per quotation)
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110mm. (as per quotation)
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150mm. (as per quotation)
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160mm. (as per quotation)
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Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge
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50x50x50 mm. (as per quotation)
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75x75x75 mm. (as per quotation)
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90x90x90 mm. (as per quotation)
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110x110x110 mm. (as per quotation)
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150x150x150 mm. (as per quotation)
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160x160x160 mm. (as per quotation)
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12.5 mm thick cement plaster 1:2 cement sand mortar CSR 15.7
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Construction of masonary sluice valve chamber excluding sluice valve cover as per standard design and drawing of public health department. (28.66)
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Size 0.6 m x 0.6 m (Air Vent Valve )
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Size 0.9 m x 0.9 m (Sluice / Alfa Valve)
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First class brunt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level CSR 11.6
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TMT steel reinforcement (FE 500) for RCC work where not include in complete part of RCC including bending binding and placing in position including supply carriage loading and unloading of steel (TMT IS 1786-1985) including all labour charges complete in all respect as per PWD specifications and instructions of Engineer in charge CSR 18.18.
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Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.
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