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Found 35 active tenders
35 results • Latest
Repair-renovation of 1. Masli PHC, 2. 82 Miles PHC and construction of new cycle stand at Masli PHC of Manu RD Block under RD Manu Division.
Repair/ renovation of (i) Masli PHC, (ii) 82 Miles PHC and construction of new cycle stand at Masli PHC of Manu RD Block under RD Manu Division. (Detail estimate available with the DNIT)
Repair-renovation and re-painting of Dhumacherra PHC of Manu RD Block under RD Manu Division.
Repair/ renovation and re-painting of Dhumacheraa PHC of Manu RD Block under RD Manu Division. (Detail estimate available with the DNIT)
Mtc Of cold storage at Ambassa under Ambassa Agri Sub division Dhalai District
Dismantling GS sheet roofing including ridges, hips, valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer- in-charge.
Mtc. of non-residential building for office of the Executive Engineer, PWD(RnB), Ambassa Division in/c Ambassa and Jawharnagar Sub-Division during the year 2025-26/ SH- Finishing, providing interior decoration and Electrical re-wiring.
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 11.32.3 12.5 mm thick tapered edge gypsum moisture resistant board.
Construction of 01 (one) no. Small bore tube well and installation and commissioning of 5000 Ltr/hr capacity Iron Removal Plant (IRP), Semi Parmanent Pump Shed and all allied work etc
Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge.
Shifting of existing functional DWS pipelines, spare parts and other allied work at Govt. Degree College, Kamalpur within the jurisdiction of Kamalpur Nagar Panchayet during the year 2025-26
Excavating trenches of required width for pipes, cable etc. in/c excavating for sockets & dressing of sides, where required, ramming of bottoms, depth up to 1500mm in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification and direction of the Engineer-in-charge.