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Raising Of Boundary Wall Southern Side Of Plant Between Grave Yard To Start Of Cisf Colony At Ktps, KTPS,DVC, KODERMA-Jharkhand

Damodar Valley Corporation has published Raising Of Boundary Wall Southern Side Of Plant Between Grave Yard To Start Of Cisf Colony At Ktps. Submission Date for this Tender is 02-05-2020. Wall construction Tenders in KTPS,DVC, KODERMA Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

24141207
Raising Of Boundary Wall Southern Side Of Plant Between Grave Yard To Start Of Cisf Colony At Ktps
Open Tender
Indian
Jharkhand
KTPS,DVC, KODERMA
02-05-2020

Tender Details

Raising Of Boundary Wall Southern Side Of Plant Between Grave Yard To Start Of Cisf Colony At Ktps

Key Value

Document Fees
INR 7000 /-
EMD
INR 291347.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Raising of Boundary Wall southern side of Plant between grave yard to start of CISF Colony at KTPS
Sl. No. Name of Work Item Code / Make Quantity Units
1 1 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:6 (1 cement: 6 fine sand) \n 7939 Sqm
2 2 Extra for brick work in superstructure above plinth level upto floor V level\n 482 Cum
3 3 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): 3 graded stone aggregate 20 mm nominal size) 431 Cum
4 4 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts\n 1438 Sqm
5 5 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers \n 3152.25 Sqm
6 6 Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84KG/10 Sqm)\n 7939 Sqm
7 7 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. 29 Cum
8 8 Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 metre openable length (total length 90m). having 50nos rounds all complete as per direction of Engineer-in-Charge, with reinforced barbed horizontal, including necessary bolts or G.I. barbed wire tied to angel iron reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain iron Ý’ shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. per 6 metre length, up to 3m height of wall with existing angle tape (R.B.T.)/ Spring Core (2.5mm thick) wire of high tensile strength of 165KG/ Sq.mm with tape (0.52mm thick and weight 43.478GM/ Metre (Cost of M.S. Angle, C.C. Blocks shall be paid separately) 2800 Metre
9 9 Brickwork with bricks of class designation 5 in foundation and plinth in Cement mortar 1:6 (1 Cement : 6 Coarse sand) 482 Cum
10 10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level/ above plinth level. Thermo- Mechanically Treated bars. 23623 KG
11 11 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. ISA 65X65X6mm size M.S. Angle for Post. For Coloumn bar lapping 1623 KG
12 12 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. ISA 65X65X6mm size M.S. Angle for Post. 9025 KG
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