Uttar Pradesh Power Transmission Corporation Limited Tender
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Uttar Pradesh Power Transmission Corporation Limited - UPPTCL Tender
Civil And Construction
Electrical and Electronics
Water Storage And Supply
Electrical Works
Eprocure
Opening Date22 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 60,71,737
Costs
EMD
₹ 1,44,000Document Cost
₹ 7,080Tender Fee
Refer Documents
Summary
Civil Work For Increasing Capacity 2 63 Mva To 3 63 Mva At 132kv Ss Teliarganj Prayagraj
Description
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Contact
Tender Id
2024_UPCTL_973976_1Tender No
29/ECTC,PRG/2024-25Tender Authority
Uttar Pradesh Power Transmission Corporation Limited ViewPurchaser Address
-Website
http://https://upenergy.in/upptcl
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Documents
BOQ Items
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)4.1.2
94.98
6131
582310.12
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand):(Code No-6.1.1)
105.25
5417
570150.08
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) (Code no-6.4.1)
30.85
6868
211891.54
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) (Code no-5.1.2)
76.39
6649
507883.87
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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(Code no-5.2.2)
35.49
7977
283135.64
Reinforced cement concrete work in beams, suspended floors, roofs 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).(Code no 5.3)
13.96
8457
118025.89
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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 incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).(Code No. 5.5 A)
10.63
8846
93988.75
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (Code No- 5.9.1)
222.62
288
64114.56
Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.Code no-5.9.2)
116.32
619
72002.08
Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers (Code no-5.9.5)
19.86
541
10744.26
Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts (Code no-5.9.6)
83.62
707
59119.34
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.(Code no-10.2)
5313.47
98
520720.06
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.(Code no-5.22A.6)
10208.36
79
806460.44
Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work(CSI No. 9.12)
96
541
51936
Fixing and grouting 28 mm and above dia bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . (CSI No. 9.13)
96
113
10848
Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. 9.14
196
366
71736
Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) .9.15
196
88
17248
S/F in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work.9.26
8
4473
35784
F/G of trench edging (C.S.I 9.30)
488.01
23
11224.23
Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (CSI No. 9.31)
6
475
2850
Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure. (labour rate only).(C.S.I. 9.32)
35
293
10255
Fixing of cable trench racks in proper position (Labour rate only). (C.S.I 9.33)
425
19
8075
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) 40 mm thick finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.( Code No. 11.3)
2.88
451
1298.88
Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work. (CSI No. 11.16)
153.6
20
3072
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 20mm 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.Size of Tile 600x600 mm(Code 11.41.2)
99.5
1142
113629
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m²( Code No. 12.1.1)
18
1071
19278
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum moisture resistant board(12.45.3)
208
1124
233792
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) ( code No. 13.1.1)
350.62
255
89408.1
12 mm cement plaster of mix :13.4.1
724.01
263
190414.63
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)(Code no13.16.1)
201.6
221
44553.6
Neat cement punning.(Code no-13.18)
497.37
59
29344.83
Writing of letter on cover (CSI.13.28)
213
19
4047
Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (Code no13.46.1)
522.98
118
61711.64
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.(Code No. 13.62.1)
120.1
166
19936.6
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.(Code no13.80)
549.98
115
63247.7
Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (CSI No.11.18)
820.56
15
12308.4
2.5 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. CSI No. 12.26
84.44
522
44077.68
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Code no. 15.2.2
15.58
1105
17215.9
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Code no. 15.03
22.03
2610
57498.3
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.(Code no-15.7.4)
27.53
1514
41680.42
Surface dressing 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.(Code No.-2.28.1)
1330
25
33250
Placing of trench cover of all size in proper position including transportation from different places within the s/s area including all labour, t&p etc. Required for proper completion of the work as per direction of engineer - in - charge. (CSI.20.11)
212
20
4240
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) :Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)( Code No. 21.1.1.1) Fixed Portion
16.2
364
5896.8
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) For Moveable portion( Code No. 21.1.2.1)
16.2
440
7128
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side (Code No. 21.2.1)
60
837
50220
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)(Code No. 21.3.1)
56.88
865
49201.2
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.With stainless steel cover plate minimum 1.25 mm thickness ( Code No. 21.4.1)
2
2076
4152
Supply and Installation in complete respect of 1.5 Ton Split AC 5 star (O General, Hitachi, Daikin make ) along with 5 KVA V Guard or equivalent make stabilizers, stands, drain pipes etc including all labour and T&P and all related works as required for proper installation and running of the system complete in all respects as approved by Engineer In Charge.(CSI No. 28.36)
5
51195
255975
Wiring point for light with 1.5 sq. mm FRLSH PVC (PWD ELE. SCH.2018,131C)
6
643
3858
Same as item no. 133b (PWD ELE. SCH. 2018 131C) 1.5 sqmm but for fan/fresh air fan.(PWD ELE. SCH.2018,133C)
2
708
1416
Same as item no. 134B (PWD ELE. SCH. 2018 131C)1.5sqmm but for plug.(PWD ELE. SCH.2018,134C)
2
335
670
S/F and concealing of 20mm thick PVC conduit .(PWD ELE. SCH.2018, 148A)
25
62
1550
Same as item no. 148A (PWD ELE. SCH. 148A) but for 25mm PVC conduit.(PWD ELE. SCH.2018,149A)
10
72
720
Supply and fixing of 2/3/4 ways round steel .(PWD ELE. SCH.2018,154)
2
31
62
Supply and fixing of 2/3/4 ways round steel . (PWD ELE. SCH.2018,155)
3
40
120
Same as item no. 159 (PWD ELE. SCH.2018,159) but for 300x450x65 mm size. (PWD ELE. SCH.2018,166)
1
391
391
Supply and wiring of submains with 2 nos. 2.5 sq.mm. (PWD ELE. SCH.2018,291)
25
70
1750
Supply and wiring of submains with 2 nos. 4 sq.mm (PWD ELE. SCH.2018,291A)
25
103
2575
Supply and wiring of submains with 2 nos. 6 sq.mm (PWD ELE. SCH.2018,291D)
25
151
3775
Supply and fixing of 6 Amp. To 32 amp. MCB (10 KA) C Curve. (PWD ELE. SCH.2018 No. 1002 CAT. A)
1
260
260
S/F of 100 Amp. T.P. Isolator.(PWD ELE. SCH.2018, 1006(C) CAT A)
1
1000
1000
S/F of 63 Amp. S.P. Isolator.(PWD ELE. SCH.2018, 1004(B) CAT B)
1
280
280
S/F of power plug with 20A/250V flush type modular switch (PWD Elct 1139 A)
1
625
625
Add for light / fan point with modular type switch in place of piano type switch. (PWD 187A.)
8
44
352
Add for plug point with modular switch and socket in place of piano type switch and socket. (PWD 187C.)
2
83
166
Add for HPMV /Exhaust fan point with modular type switch in place of piano type switch. (PWD 187D.)
2
47
94
S/F of electronic fan regulator 120-280 V. ISI .(PWD ELE. SCH.2018, 1203 (A) )
2
267
534
S/F hexagonal fan box with hexagonal side approx. 80mm in length fabricated from 16 SWG (PWD ELE. SCH.2018, 1149)
5
150
750
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