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 Date28 Aug 2024
Closing Date12 Sep 2024
Tender Amount₹ 9,44,711
Costs
EMD
₹ 22,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPCTL_950055_1Bid Award Id
ViewTender No
Short term E-Notice No. 08/ECTCJ/2024-25Tender Authority
Uttar Pradesh Power Transmission Corporation Limited ViewPurchaser Address
-Website
http://https://upenergy.in/upptcl
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
27
128152
4746.39
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)
1.5
9109
6073.23
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)
17
4854
285.54
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)
56
368843
6586.49
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete for RCC work. (Code No. 5.9.1)
30
8566
285.54
Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide (Code No. 5.9.16.1)
66
10022
151.85
Encasing rolled steel section in grillages with cement concrete 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) including centering and shuttering but, excluding cost of expanded metal and hangers. (Code No. 5.20)
0.3
2110
7036.11
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)
1735
136249
78.53
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)
10.5
56351
5366.8
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 (CSI No. 9.14)
32
11680
365
Fixing and grouting 25 mm 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 (CSI No. 9.15)
32
2784
87
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 (CSI No. 9.30)
77.72
1787
23
Fixing of template in position level and alignment for grouting of Anchor bolt for auxiliary structure. (labour rate only). NSI (CSI No. 9.32)
6
1740
290
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 (CSI No. 9.33)
63
1197
19
Same as above item no. 9.35 but for auxiliary foundations.(Labour Rate) NSI (CSI No. 9.36)
3
1935
645
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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (Code No. 10.25.2)
610
76664
125.68
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 (CSI No.11.18)
35
532
15.22
2.5 cm thick 1:2:4 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 but for without base NSI (CSI No. 12.26)
6
3104
517.38
12 mm cement plaster of mix, 1:4 (1 cement: 4 fine sand) (Code No. 13.1.1)
75
18952
252.7
Neat cement punning. NSI (Code No.13.18)
75
4365
58.21
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)
18
2237
124.29
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 earthwith lead upto 50 metres. (Code No. 16.01)
49.4
7873
159.39
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)
79.2
305
3.86
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. NSI (CSI No. 20.11)
30
570
19
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