Uttar Pradesh Power Transmission Corporation Limited Tender

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Uttar Pradesh Power Transmission Corporation Limited - UPPTCL Tender

Works
Civil And Construction
Electrical and Electronics
Water Storage And Supply
Electrical Works
Eprocure
Opening Date29 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 36,15,800 
Notes
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Costs

Description

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BOQ Items

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Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns: CC (SOR.4.3.1)

351

293

103060.62

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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) (SOR. 5.1.2)

65

6772

440238.5

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Centering and shuttering including strutting, propping etc. and removal of form for RCC Lintels, beams, plinth beams, girders, bressumers and cantilevers ,RCC(SOR.5.9.5)

38

551

20952.06

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Centering and shuttering including strutting, propping etc. and removal of form for RCC Columns, Pillars, Piers, Abutments, Posts and Struts,RCC(DSR.5.9.6)

40

719

28790.4

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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)

5500

80

444125

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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)) (SOR.6.1.1)

55

5518

303527.95

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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)) (SOR.6.1.2)

3.5

5340

18690.67

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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))(SOR.6.4.1)

15

6996

104947.05

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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(NSI No. 9.12)

176

546

96096

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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) . (NSI No. 9.13)

176

115

20240

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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. (NSI No. 9.14)

212

369

78228

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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) . (NSI No. 9.15)

212

90

19080

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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) .(NSI No. 9.25)

10

1114

11140

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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 (NSI No. 9.26)

10

4558

45580

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Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (NSI No.9.31)

11

484

5324

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Fixing of template in position level and alignment for grouting of Anchor bolt in Auxiliary Structure (labour rate only). (NSI No 9.32)

40

299

11960

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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.(SOR 10.25.1)

5000

92

462700

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Providing (12x15) mm section groove in plaster including all material, labour and T&P etc. required for proper completion of the work.(NSI No. 11.16)

150

21

3150

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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. (NSI No. 11.18)

350

15

5477.5

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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.(SOR. 11.2)

100

593

59304

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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 NSI 12.26

90

531

47873.7

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12 mm cement plaster of mix :1:4 (1 cement: 4 Coarse sand)(SOR.13.4.1)

400

267

107024

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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 :(SOR. 13.62.1)

80

169

13552

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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.SOR 13.80

120

116

14020.8

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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)SOR13.46.1

120

120

14430

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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)(SOR.15.2.1)

5

1822

9113.1

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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.(SOR. 15.3)

8

2658

21271.68

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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 (SOR.15.7.4)

5

1542

7712.75

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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) :) For 300 mm dia piles.(SOR. 20.3.1)

180

2295

413159.4

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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) FOR 300mm (SOR. 20.4.1)

44

1966

86522.04



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