Uttar Pradesh Power Transmission Corporation Limited Tender
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Uttar Pradesh Power Transmission Corporation Limited - UPPTCL Tender
Civil And Construction
Civil Works Others
Electrical Generators And Transformers
Excavation
Electrical and Electronics
Eprocure
Opening Date2 Mar 2025
Closing Date4 Apr 2025
Tender Amount₹ 43,87,122
Costs
EMD
₹ 1,05,000Document Cost
₹ 7,080Tender Fee
Refer Documents
Summary
Civil Works Related To Construction Of 1 No 20 Mva Transformer Plinth At 132 Kv Ss Patti Pratapgarh
Description
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Contact
Tender Id
2025_UPCTL_1012464_1Tender No
42/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
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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. (Code no 2.31)
500
13
6500
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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 : 1:1.5:3 (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- 4.1.2)
45
6073
273285
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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) (Code No- 4.1.8)
103.4
4960
512864
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Centering & shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns (Code no 4.3.1)
152
286
43472
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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) (Code no 5.1.2)
51
6586
335886
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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)
10
8378
83780
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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-5.22.6)
6089
79
481031
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (Code No-5.9.3)
33
675
22275
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Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete (Code no 5.9.1)
53
286
15158
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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)
97
613
59461
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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)
102
5367
547434
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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) (Code no-6.4.1)
3.5
6804
23814
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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.( Code No-10.2)
3557
97
345029
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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (Code No- 13.4.1)
684
260
177840
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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (Code No-13.16.1)
87
219
19053
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Neat Cement punning. (Code No-13.18)
250
58
14500
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture( Code no13.48.3)
99
124
12276
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)(Code No. 15.2.2)
17
1095
18615
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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)
7
2586
18102
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(Code no.15.60)
30
192
5760
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Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) Code no. 16.45
3024
4
12096
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Providing and laying C.C. pavement of mix M-20 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)Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.(Code no 16.75 - Code No16.76)
101
7005
707505
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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-I (size range 75 mm to 0.075 mm) having CBR Value-30 ( Code No.16.78.1)
142
2027
287834
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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
539
51744
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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
112
10752
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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. (CSI No. 9.14)
116
365
42340
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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) . (CSI No. 9.15)
132
87
11484
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Grouting of 90/105 lbs M.S. rail including cost of all materials, labour & T&P for fixing of rail in proper alignment, level and position in transformer plinth foundation etc. as per direction of Eng I/C. (Rail to be supplied by the dept.)(labour rates only) .CSI No. 9.25
8
1082
8656
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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. (CSI No. 9.26)
8
4431
35448
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Grouting of vertical or inclined post of pale/chain/ security fencing in true level, alignment and in plumb or inclination as required, including cost of all labour, materials and T&P required for proper completion of work. ( Post and concrete for grouting shall be measured separately) (CSI No. 9.28)
3
95
285
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Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . (CSI No. 9.30)
320
23
7360
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Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (CSI No. 9.31)
4
471
1884
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Same in item 33 CSI No.9.31 above but for auxiliary structure. (labour rate only). (CSI No. 9.32)
23
290
6670
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Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). (CSI No. 9.33)
480
19
9120
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Champhering the edge of concrete in auxiliary/ main structure of size 25mm wide in triangular section including supply of all materials, labour and T&P etc required for proper completion of the works.(CSI No. 11.18)
497
15
7455
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4 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. 12.28)
38
736
27968
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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)
60
517
31020
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Dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the Engineer - in - charge. Including all labour and T&P etc. required for proper completion of the work. (CSI No. 15.13)
6
228
1368
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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 No. 20.11)
186
19
3534
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Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (CSI.13.28)
186
19
3534
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