Power Grid Corporation Of India Limited Tender

View complete overview of Sikkim PGCIL Tender

Power Grid Corporation Of India Limited - PGCIL Tender

Works
Civil And Construction
Building Construction
Opening Date18 Feb 2025
Closing Date25 Feb 2025
Tender AmountRefer Documents 
Notes
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Costs

Description

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Documents
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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 : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

39

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all works up to plinth level 1:2:4 (1cement:2 coarse sand (Zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural soruces)

0.66

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Plum concrete with 50% hard stone of grade 1:2:4 (stone size not more than 150mm)

80.34

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Providing and Laying in position specified grade of reinforced concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth Level: 1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone aggregate of 20mm & down size).

5.52

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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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

31.2

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Centering and shuttering including strutting, propping etc. and removal of from for : Foundations, footings, base of columns. Etc for mass concrete.

203.64

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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.

509.42

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Supplying and fixing of Foundation bolts including nuts, checknut and washers for Lattice and pipe structures

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Foundation Bolt 20mm Dia

8

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Foundation Bolt 24mm Dia

12

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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.

38.24

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

87

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Supplying and stacking at site.90 mm to 45 mm size stone aggregate

10.88

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Supplying and stacking at site.63 mm to 45 mm size stone aggregate

10.38

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Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate

9.88

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Supplying and stacking at site.Stone screening 13.2 mm nominal size (Type A

6.23

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binding material: Moorum/stone dust

6.23

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .

24.9

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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.)

56.25

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Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.

5.63

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Centering and shuttering including strutting, propping etc. and removal of from for : Foundations, footings, base of columns. Etc for mass concrete.

8.94

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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.

510.32

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Providing and Laying in position specified grade of reinforced concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth Level: 1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone aggregate of 20mm & down size).

7.5

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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 : 8 graded stone aggregate 40mm nominal size)

7.8

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