Uttar Pradesh Power Transmission Corporation Limited Tender
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The UPPTCL has issued a formal invitation for competitive bids for the Uttar Pradesh Power Transmission Corporation Limited project, for Construction Of Security Wall ,security Gate, Security Hut And Approach Road ,at 132/33 Kv (2x40mva) Sub-station Sofipur, Distt - Firozabad in Agra, Uttar Pradesh, with an estimated contract value of Rs. 3,53,24,970. The bid opening date for this tender is 02-04-2025 and the last date for bid submission is 21-04-2025. Interested bidders for Uttar Pradesh Power Transmission Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Uttar Pradesh Power Transmission Corporation Limited - UPPTCL Tender
Opening Date2 Apr 2025
Closing DateCancelled
Tender Amount₹ 3,53,24,970
Technical
Technical
Financial
Technical Capacity
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The required prior work experience for the bidder includes having sufficient experience of similar work, with the entire work to be carried out in a most workmanlike manner. The bidder is expected to have already gained sufficient experience of this work. Additionally, the bidder should have experience of having successfully completed similar works during the last 7 years, with specific requirements including: - Three similar completed works, each costing not less than 40% of the estimated cost.
- Two similar completed works, each costing not less than 30% of the estimated cost.
- One similar completed work costing not less than 80% of the estimated cost. The bidder must also have experience in construction of RCC frame, hut, and approach road at 132/33 KV building security, gate security, and yard in 2x40 MVA Sub Station, Sofipur, UPPTCL, or any other similar case, Distt Firozabad.
Costs
EMD
₹ 7,06,500Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPCTL_1024456_1Bid Award Id
ViewTender No
Tender No-01/2025-26Tender Authority
Uttar Pradesh Power Transmission Corporation Limited ViewPurchaser Address
-Website
http://https://upenergy.in/upptcl
GEM & Bid Advisory Services
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BOQ Items
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps DSR 17.7.3
2
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Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead :Thickness above 40 mm up to 75 mm DSR 15.40.2
1200
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Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.DSR 18.48A
200
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Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR Civil 10.18)
2
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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 @ 0.90 litre/10 sqm) (DSR 13.47.1)
4800
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Thermo-Mechanically Treated bars of grade Fe-500D or more.) (DSR 5.22.6)
62500
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Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. DSR 1.21.1
30
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.(DSR 16.68)
1600
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Reinforced cement concrete work in chimneys, shafts, pedestal,retaining wall up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.6)
400
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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931(15 mm nominal bore) (DSR 18.53.1)
3
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Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).(DSR 2.8Hc)
120
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Centering and shuttering including strutting, propping etc. and removal of form for(Foundations, footings, bases of columns, etc. for mass concrete) (DSR 5.9.1)
1500
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Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm)DSR 1.27.4
2
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15 mm cement plaster on rough side of single or half brick wall of mix:(1:6 (1 cement: 6 coarse sand) (DSR 13.5.2)
1100
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Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles DSR 20.3.1
20
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27)
21
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):(With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) (DSR 21.3.1)
78.5
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(450 mm dia RCC pipes.) (DSR 19.35.1)
6
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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 :(1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.10)
10
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Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded). (DSR 2.20Hc)
120
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Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. Solid concrete wall elements DSR 26.77.3
64.74
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Centering and shuttering including strutting, propping etc. and removal of form for(Lintels, beams, plinth beams, girders, bressumers and cantilevers,) (DSR 5.9.5)
380
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12 mm cement plaster of mix :(1:4 (1 cement: 4 coarse sand) (DSR 13.4.1)
3500
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12 mm cement plaster of mix :(1:6 (1 cement: 6 coarse sand) (DSR 13.4.2)
120
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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR 4.12)
15
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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..Group C (DSR No.1.10.3)
4
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Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole( DSR No.2.10.1)
2
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Centering and shuttering including strutting, propping etc. and removal of form for(Columns, Pillars, Piers, Abutments, Posts and Struts) (DSR 5.9.6)
160
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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. (DSR 13.80)
200
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Providing and fixing PTMT pillar cock of approved quality and colour.(15 mm nominal bore, 107 mm long, weighing not less than 110 gms) (DSR 18.56.1)
3
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Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).DSR No 4.6.1
50
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4.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (NSI 12.28)
35
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Dry stone pitching 22.5 cm thick including supply of stones and preparing surface co(DSR 16.11)
200
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(900 mm dia RCC pipes.) (DSR 19.35.3)
6
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(600 mm dia RCC pipes.) (DSR 19.35.2)
12
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Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete.1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) . (DSR 4.8.1)
50
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Neat cement punning. (DSR 13.18)
14.97
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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :(15 mm nominal bore) (DSR 18.49.1)
2
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20(DSR No. 16.78.3)
480
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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 / paneling, 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) :(For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately, Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)) (DSR 21.1.2.1)
39.5
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Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.(16.46.1)
800.19
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Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI No. 28.37)
2
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Front end loader 1 cum bucket capacity (incl POL) Hydra 0052
203
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2)
1600
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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 17.1.1
1
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Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.(With second class teak wood beading 62X19 mm) (DSR 9.51.1)
2
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Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. (DSR 2.35Hc)
1000
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Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles DSR 20.4.2
60
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.(Made of G.I. wire of dia 4 mm) (DSR 16.70.1)
200
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Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles DSR 20.3.2
500
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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.(75 mm diameter) (DSR 12.41.1)
50
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Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2.25 A)
4000
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Surface dressing(All kinds of soil) of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m (DSR 2.28.1)
5000
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. (DSR 16.1)
3000
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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 :(1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2)
15
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Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps ( DSR No.2.12.2)
2
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent) (DSR 11.56.1)
10
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Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 300 mm dia piles DSR 20.4.1
80
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Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (DSR 16.75)
475
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR 5.30)
1600
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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) (DSR 13.62.1)
80
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.4.1)
20
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)
210
-
-
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Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. (DSR 16.76)
90
-
-
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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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)
580
-
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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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 (DSR 9.21.1)
2
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6 mm cement plaster of mix :(1:3 (1 cement : 3 fine sand) (DSR 13.16.1)
85
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-
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Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.14.2
19
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-
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Add to Earth work for additional 50m lead or part thereof beyond 1st 50m upto 0.50km DSR 1.2.2
120
-
-
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Centering and shuttering including strutting, propping etc. and removal of form for(Suspended floors, roofs, landings, balconies and access platform) (DSR 5.9.3)
50
-
-
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Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.(DSR 2.36)
253.5
-
-
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Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(15 mm nominal bore) (DSR 18.52.1)
3
-
-
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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR 11.2)
90
-
-
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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. (DSR 11.37)
10
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53)
1200
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR 2.31)
5000
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation(All kinds of soil.) trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1)
5000
-
-
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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 :(1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2)
600
-
-
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Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet DSR 1.24.4
4
-
-
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Hydraulic Excavator (3D) JCB with driver and fuel 0020
10
-
-
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Reinforced cement concrete work in beams, suspended floors, roofs & coloumn having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3)
60
-
-
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :(New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre) (DSR 13.41.1)
100
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