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Construction of Strom Water Drain to Srinagar 7/7th line from srinagar 7th line to vasantharaya puram main road in Div No.51 Under AE-14 Section.
VRCC M-20 Design mix (Cement: fineaggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shutteing for culvert slabs
ADEN/MYA Sub-division : JnanaBharathi - Halt (GNB - H) Stn : Proposed Extension of PF-1 and PF-2 for a length of 95.00 mts with 5 mtr width, Construction of 1 No's of Pay and use Toilet along with Divyanjan Toilet, Drinking water Booths, Platform Shelter at Jnanabharathi-H(GNB-H) station between Bengaluru - Yeliyur section, under ADEN/MYA jurisdiction. Maintenance period is 6 months or one monsoon period whichever is later.
Supply & fixing of Station Name boards Each including making, cutting and fabrication of mild steel plates of size 1250 X 2500 X 3.15 mm thick plates should be welded in box shape with 150 mm dia X 3000 mm length B class M S Pipe support for instalation at platforms. the sttion name should be trilingual and made of Retro reflective HIP IV grade film. The total structure should be coated anti rust epoxy coat as approved and directed by the Engineer-in- charge.Ref:-LOA No.06087 dt. 25.6.24
Annual rate contract for cutting threading, turning and repairing, replacement of valves, tees and other works Under Sub Div. Bajju
Providing, Fabrication of Mild Steel Plane Ended/ Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect.
Annual rate contract for cutting threading, turning and repairing, replacement of valves, tees and other works Under Sub Div. Kolayat
Providing, Fabrication of Mild Steel Plane Ended/ Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect.
Reconstruction of temple at Sri Malleswara Swamy Temple, Ananthavaram (V), Thulluru (M), Guntur Dist
VRCC M20 Nominal mix using 20mm size hard granite m/c graded metal(coarsed aggregate)including cost andconveyance of all materials like cement,fine aggregate(sand),coarse aggregate,water etc., to site with all steel centering,shuttering,machine mixing,laying ,vibrating, lifting,curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work. (a) column footings
Covering with Zn-Al alloy coating steel sheet and ancillary works over Passkhal under NTK project.
M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 8161969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m