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SPECIAL REPAIR TO BLDG NO P1 TO P3 (FRESH SHED) AND P6 (LPG SHED) IN 11 COMPO PL EX 518 ASC BN RAPID (S) AT LGJ MIL STN UNDER GE LALGARH JATTAN
Supply and fixing factory made uPVC white colour Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) comprising of uPVC multichambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
RE-INVITE TENDER DOCUMENT FOR THE CONSTRUCTION OF PHASE – 2 OF THE SECURED ENGINEERED MUNICIPAL SOLID WASTE LANDFILL SITEFOR DISPOSAL OF PROCESSED MUNICIPAL SOLID WASTES OF AHMEDABAD MUNICIPAL CORPORATION
4 Construction of Drainage Layer at the Bottom of phase
Sundarpur ke ganesh dham colony me shri janardan singh ke awas se nale me stith intercenter tak siwar line nirman karya
Providing and fixing of 110 mm dia PVC Pipe for drainage ISI Mark As per DSR Code 12.41.2
Improvement of chooragaad to sutol kanol Motor Road under Nanda Devi Rajjat Yatra
Excavation for Structures :Excavation in foundation for cross drainage structures, Retaining walls, brest walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer-in-charge aslo including supply of all materials, labour, T&P etc. required for proper completion of work.
Augmentation work
Providing, Laying and Fixing of oil drainage GI pipes Medium duty 50mm Dia conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and th...
Construction of Rahtadah to Motimpur Road Length 2.30 K.M. including Bridges & culverts At Distt.- DURG (C.G.) .
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material ,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A)Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material