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
Eprocure
Opening Date6 Feb 2025
Closing Soon20 Feb 2025
Tender Amount₹ 31,08,761
Costs
EMD
₹ 74,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Civil Construction Works For Increasing Capacity From 2 20 Mva To 2 20 1 40 Mva Including Bay And Related Civil Works At 132 Kv S S Aharaura Mirzapur
Description
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Contact
Tender Id
2025_UPCTL_1002397_1Tender No
41/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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C.C 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)
17.69
4960
87742.4
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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 (DSR 5.22.6)
4480
79
353920
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R.C.C 1:1.5:3 in Raft (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)
49
6586
322714
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S&F of centring & shuttering for Foundations, footings, bases for columns.( DSR 5.9.1)
295
286
84370
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S&F of centring & shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 5.9.2)
55.2
613
33837.6
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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)
4.5
536
2412
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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)
20.59
675
13898.25
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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)
128
112
14336
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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)
128
539
68992
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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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6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) (DSR 13.16.1)
131.93
219
28892.67
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Neat cement punning.(DSR 13.18)
554.9
58
32184.2
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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:11.18)
646.72
15
9700.8
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27)
17.95
1546
27750.7
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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)
55.95
517
28926.15
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Providing and laying 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) in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level .(DSR 4.1.2)
49.2
6073
298791.6
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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)
280
87
24360
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Fixing of template for auxiliary structure. (labour rate only). (CSI No. 9.32)
50
290
14500
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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)
280
365
102200
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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) (DSR No. 6.1.1)
54.23
5367
291052.41
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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 1:6 (1 cement : 6 coarse sand) DSR 6.1.2
7.6
5193
39466.8
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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)
4770
97
462690
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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)
187.71
165
30972.15
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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)
8.92
4431
39524.52
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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)
8.92
1082
9651.44
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12 mm cement plaster1:4(1 cement: 4 coarse sand) of mix :(DSR 13.4.1)
423
260
109980
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80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.(DSR 16.91.2)
39
795
31005
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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-II (size range 53 mm to 0.075 mm ) having CBR Value-25 (DSR 16.78.2)
20
2130
42600
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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) (DSR 16.45)
32
4
128
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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)
191
19
3629
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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 No.13.28)
191
19
3629
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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)
292
23
6716
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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)
412
19
7828
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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.(DSR 16.70.1)
27
741
20007
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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)
5
95
475
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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).DSR 5.3
2.02
8378
16923.56
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1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.4)
2
5665
11330
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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.In cement mortar (DSR 15.7.4)
7.15
1500
10725
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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 1:3:6 or richer mix (i/c equivalent design mix) (DSR 15.2.1)
5.25
1772
9303
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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.(DSR 15.3)
1.9
2586
4913.4
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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) (DSR 15.2.2)
1.8
1095
1971
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Dismantling water bound macadam road 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(15.43.1)
12
158
1896
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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) (DSR16.76).
12
7005
84060
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