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Tender For 12/Se Cmc-I/Cmd-Ii/2024-25, obra-Uttar Pradesh

Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited-UPRVUNL has published Tender For 12/Se Cmc-I/Cmd-Ii/2024-25. Submission Date for this Tender is 24-05-2024. Wire Fencing Tenders in obra Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43368134
Tender For 12/Se Cmc-I/Cmd-Ii/2024-25
Open Tender
Indian
Uttar Pradesh
obra
24-05-2024

Tender Details

12/Se Cmc-I/Cmd-Ii/2024-25 Work Of Fencing, Construction Of Pedestal And Repair Of Atps Ash Dyke With Other Allied Works

Key Value

Document Fees
INR 1180 /-
EMD
INR 28000.0 /-
Tender Value
INR 13.90 Lakhs /-

BOQ Items

Name of Work:Work of fencing, construction of pedestal and Repair of ATPS Ash Dyke with other allied works, Obra Thermal Power Station, Obra.
Sl. No. Item Description
1Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
2Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
3Providing 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size).
4Steel 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.
5Providing 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): 3 graded stoneaggregate 20 mm nominal size) cum
6Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.
7Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately).
8Structuralsteelworkriveted,boltedorweldedinbuiltupsections including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
9Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Steel should be Provid by department free of cost)
10Welding by gas or electric plant including transportation of plant at site etc. complete
11Providing 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) : 6 graded stone aggregate 20 mm nominal size)
12Brick 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 1:6 (1 cement : 6 coarse sand)
1312 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
14Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :All kinds of soil
15Supplying and stacking of Good earth .
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