Uttar Pradesh Power Transmission Corporation Limited Tender

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Uttar Pradesh Power Transmission Corporation Limited - UPPTCL Tender

Works
Electrical and Electronics
Eprocure
Opening Date23 Oct 2024
Closing Date21 Nov 2024
Tender Amount₹ 27,79,024 
Notes
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Costs

Description

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BOQ Items

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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) (Code No.4.1.2)

2.79

6073

16920.02

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Cement concrete 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)

9.17

4960

45478.52

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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) (Code No.4.1.10)

8.11

4746

38483.73

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Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns (For CC work) (Code No.4.3.1)

65.54

285

18714.29

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Providing and laying in position 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) grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (Code No.5.1.2)

70.07

6586

461495.59

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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)

2.4

8377

20106.02

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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 (For RCC) (Code No.5.9.1)

280.02

285

79956.91

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Mild steel and Medium Tensile steel bars Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Code No.5.22.1)

7409.29

77

577776.75

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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)

18.75

5366

100638.23

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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)

1484.92

97

144556.96

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40 mm thick with 20 mm nominal size stone aggregate Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (Code No.11.3.1)

23.32

447

10429.17

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12 mm cement plaster of mix : CEMENT PLASTER (in course SAND)1:4 (1 cement: 4 fine sand) (Code No.13.4.1)

4.67

260

1215.13

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12mm thick plaster finished with a floating coat of neat cement of mix 1:4 ratio. (Code No.13.7.2)

124.03

309

38431.94

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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 No.13.48.3)

56

124

6960.24

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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) : 300mm dia pile (Code No.20.3.1)

94.5

2232

210939.12

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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) : 400mm dia pile (Code No.20.3.2)

159

2764

439623.87

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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) (Code No.20.4.2)

24

2129

51105.12

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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 (Code No. 29.13)

152

539

81928

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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 (Code No. 29.14)

152

112

17024

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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 (Code No. 29.15)

188

365

68620

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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 (Code No. 29.16)

192

87

16704

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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) . NSI (Code No. 29.22)

86

23

1978

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Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). NSI (Code No. 29.23)

6

471

2826

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Fixing of template in position level and alignment for grouting of Anchor bolt in Auxiliary fdn (labour rate only). NSI (Code No. 29.24)

24

290

6960

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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). NSI (Code No. 29.25)

222

19

4218

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Fabrication of template for main gantry foundation including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only). NSI (Code No. 29.26)

3

1422

4266

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Same as above NSI Code no.-29.26 but for auxiliary foundations.(Labour Rate) NSI (Code No. 29.27)

10

645

6450

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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 (Code No. 29.34)

233.6

15

3555.39

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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 (Code No. 29.35)

21.2

517

10968.46

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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 NSI (Code No. 29.37)

72

19

1368

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Providing and fixing of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. NSI (Code No. 29.91)

40

472

18880



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