Pey Jal Nigam Uttarakhand Tender
View past bidders for Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Civil And Construction
Building Construction
Eprocure
Opening Date20 May 2025
Closing Date4 Jun 2025
Tender Amount₹ 3,33,82,000
Technical
Technical
Additional Eligibility
Class Of Bidder
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The eligible classes required by a bidder to participate in the tender are 'A' class for Buildings works and 'D' or above for electrical works.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A x N x 2 - B) Where: A = Maximum value of Construction works (Turn Over) executed in any one year during the last five years N = Number of years prescribed for completion of the works for which bids are invited B = Value of existing commitments and ongoing works to be completed during the period completion of work for which bids have been invited
Technical Capacity
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The required prior work experience for the bidder includes having satisfactorily executed and completed similar works with some Central/State Govt department or an autonomous body or PSU of State Govt or Central Govt. The bidder should have experience of work required under similar conditions, with a minimum value of works executed, including specific quantities of earthwork, PCC work, RCC work, reinforcement, centering shuttering, brick work, tiling work, and plastering work. The quantities are as follows:
- Earth Work: 1013.00 Cum
- PCC Work: 79.00 Cum
- RCC Work: 426.00 Cum
- Reinforcement: 46000.00 Kg
- Centering Shuttering: 2316.00 Sqm
- Brick Work: 266.00 Cum
- Tiling Work: 719.00 Sqm
- Plastering Work: 3600.00 Sqm For electrical works, the bidder should have satisfactorily completed during the last 7 years: - at least one similar work of value not less than 80% of the estimated cost of Electrical works, - or at least two similar works of value not less than 60% of the estimated cost of Electrical works each, - or at least three similar Electrical works of value not less than 40% of the estimated cost of Electrical works each. The evaluation marks for experience in similar works are as follows: - 60% marks for minimum eligibility criteria - 100% marks for twice the minimum eligibility criteria or more - Pro-rata basis for experience between the minimum eligibility criteria and twice the minimum eligibility criteria. The bidder should also have a solvency of Rs. 133.53 Lacs and a credit limit of Rs. 83.46 Lacs. The annual turnover data for the last three years is also required, with the amount billed to clients for each year for similar work in progress or completed. The bidder needs to provide information on the project name, description of the work, contract value, and actual completion date of the similar works performed, with the contract value mentioned in Rupees in Lacs. The bidder should have prior work experience of at least 7 years.
Costs
EMD
₹ 6,68,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MDPEY_84075_1Tender No
457/Nivida/233 dated 16-05-2025Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://uktenders.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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Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
117.43
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
32.26
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
26.2
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
18.22
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Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
18.22
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement
content of 330 kg /cum
75.51
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement
content of 330 kg /cum
70.56
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars
15526.12
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Centring and shuttering including strutting,ropping etc. and removal of form for
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Foundations, footings, bases of columns, etc. for mass concrete.
71.59
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Columns, Pillars, Piers, Abutments, Posts and Struts.
184.32
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Lintels, beams, plinth beams, girders, bressumers and cantilevers.
281.33
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Suspended floors, roofs, landings, balconies and access platform.
182.91
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Stairs, (excluding landings) except spiral-staircases
27.46
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Suspended floors, roofs, landings, balconies and access platform.with water proof ply 12 mm thick
24.49
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Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in
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Cement mortar 1:6 (1 cement : 6 coarse sand)
6.45
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Brick work with F.P.S. bricks of class designation 75 in superstructure
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Cement mortar 1:6 (1 cement : 6 coarse sand)
74.15
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Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level Cement mortar 1:4 (1 cement : 4 coarse sand)
68.93
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Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks).
68.93
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Providing and fixing ISI marked flush door shutters conforming to IS :
2202 (Part 1) decorative type, core of block board construction with
frame of 1st class hard wood and well matched teak 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
15.75
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Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm
18
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Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete
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300x16 mm
14
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Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete
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250x10 mm
14
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Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper
8
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Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading.
1.98
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, Npressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile B
45.3
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Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
18
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
1.98
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Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
16.2
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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
123.4
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Providing and laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08% and
conforming to IS: 15622, of approved make, in all colours and shades,
laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing
with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with
white cement and matching pigments etc., complete.
184.43
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Providing and laying Vitrified tiles in different sizes (thickness to be
specified by manufacturer), with water absorption less than 0.08 % and
conforming to I.S. 15622, of approved make, in all colours & shade, in
skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1
cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm
including grouting the joint with white cement & matching pigments etc.
complete.
23.03
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
9
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
23.25
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing o edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm
116.33
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Extra for providing opening of required size & shape for wash basin/
kitchen sink in kitchen platform, vanity counter and similar location in
marble/ Granite/ stone work, including necessary holes for pillar taps etc.
including moulding, rubbing and polishing of cut edges etc. complete.
4
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12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand)
19.34
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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
235.77
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12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
488.91
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15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
455.88
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
1180.56
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Finishing with Deluxe Multi surface paint system for interiors and exteriors
using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr
/10 sqm
724.68
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
455.88
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
52.13
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Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions
including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion
including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen
@ 1.7 kg/sqm).
9
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Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)
10.05
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Providing and fixing 12 mm thick frameless toughened glass door shutter
of approved brand and manufacture, including providing and fixing top &
bottom pivot & double acting hydraulic floor spring type fixing arrangement
and making necessary holes etc. for fixing required door fittings, all
complete as per direction of Engineer-in-charge (Door handle, lock and
stopper etc.to be paid separately).
21
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Providing, assembling and supplying vision glass panels (IGUs)
comprising of hermetically-sealed 6-12- 6 mm insulated glass (double
glazed) vision panel units of size and shape as required and specified,
comprising of an outer heat strengthened float glass 6 mm thick, of
approved colour and shade with reflective soft coating on surface # 2 of
approved colour and shade, an inner Heat strengthned clear float glass
6 mm thick, spacer tube 12 mm wide, dessicants, including primary seal
and secondary seal (structural silicone sealant) etc. all complete for the
required performances, as per the Architectural drawings, as per the
approved shop drawings, as specified and as directed by the Engineerin-
Charge. The IGUs shall be assembled in the factory/ workshop of the
glass processor.of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.
(i) Coloured tinted float glass 6 mm thick substrate with reflective soft
coating on face # 2, + 12 mm Airgap + 6 mm Heat Strengthened clear
Glass of approved make having properties as visible Light transmittance
(VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection
external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0
to 3.3 W/m2 degree K etc. The properties of performance glass shall be
decided by technical sanctioning authority as per the site requirement.
129.26
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing,
paneling and dash fasteners to be paid for separately) :
1168.48
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Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm &
above) x (50 mm & above) & fly screen sash
(18 mm & above) x (40 mm & above) with zinc
alloy (zamak) powder coated touch locks with
hook (Height upto 1.2 metre)
20.795
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Weather Silicon sealant
30
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Toughened glass 12 mm thickness
20.8
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Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.
14.33
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase
63.64
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete
4
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
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110 mm diameter
26.3
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion
-
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110 mm
8
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Bend 87.5 degree
-
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110 mm bend
4
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Shoe (Plain)
-
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110 mm Shoe
4
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including
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110 mm
12
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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. 40 mm thick with 20 mm nominal size stone aggregate
4.5
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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement
concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete For pipes 100 to 250 mm diameter
2
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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick
honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8
m long complete as per standard designWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions
1
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Providing and fixing plain bend of required degree. Inlet & Outlet Pipe 100 mm dia
2
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Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
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Group - C
137
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Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
2
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Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
-
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2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
250
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2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
450
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2 X 4 sq. mm + 1 X 4 sq. mm earth wire
550
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4 X 6 sq. mm + 2 X 6 sq. mm earth wire
25
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4 x 4 sq.mm + 2 x 4 sq.mm. earth wire
3
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Supplying and fixing of following sizes of medium class PVC mconduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required
-
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20 mm
250
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