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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC AOC |
| 2 | L2₹3.8 LRejected-Finance | ₹3.8 L | L2 | Rejected-Finance Rejected Being Higher Rates |
Tender Value
₹4.8 L
EMD Value
₹50,000
Closing Date
24 Feb 2026, 12:00 pmClosed
Executive Engineer PD PWD Lucknow
Office of the Executive Engineer PD PWD Lucknow
Renovation work of the room provided to the National Investigation Agency within the District Court Lucknow
2026_CEUCZ_1116766_1
215/E-Tender/2025-26 Dated 09.01.2026
Open Tender
Civil Works - Buildings
90 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹767
₹50,000
Office of the Executive Engineer PD PWD Lucknow
6 May 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
18 Feb 2026
CDismantling doors, windows and clerestory windows (steel or wood) /shutter including chowkhats, architrave, holdfasts etc complete and stacking within 50 metres lead Of area 3 sq metres and below
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Dismantling expanded metal or IRC fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead
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
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 125 mm
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1 cement: 4 fine sand)
Earth work in excavation by mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Providing 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) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in..Cement mortar 14 (1 cement: 4 coarse sand)
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: 1.5.3 (1 cement 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns, etc for mass concrete
Reinforced cement concrete work in beams, suspended floors, roofs 3 having slope up to 15" landings, balconies, shelves, chanas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering. finishing and reinforcement with 1: 1.5.3 (1 cement: 1.5 coarse sand(zone-111) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Brick work with common burnt clay FPS. (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 14 (1 cement: 4 coarse sand)
CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)
Steel 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-5000 or more.
Structural 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
Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and A1 mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing confonning to CPWD specification & direction of Engineer-in-Charge Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge Wire mesh I Glazing of plain/ toughened/laminated/ double glass unit with I without high perfonnance coatings as per design requirements and confonning to IS 3548 & IS. 16231 shall be paid separately Note - Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing GI pipes complete with GI and making good the walls etc Internal work nominal bore fittings and clamps, /c cutting Exposed on wall, 15 mm dia
Providing & Fixing Gl pipes complete with Gl fittings and clamps including making good the walls etc concealed pipe, cutting chases and making good the wall 15 mm dia nominal bore
Providing and fixing G1. pipes complete with GI and making good the walls etc Internal work nominal bore fittings and clamps, i/c cutting Exposed on wall, 20 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work Exposed on wall, 25 mm dia nominal bore
Making connection of GI distribution branch with GI main of following sizes by providing and fixing tee, including cutting and threading the pipe etc 1 complete 25 to 40 mm nominal bore
Providing and fixing brass ferrule with CI mouth cover including boring and tapping the main 25 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore
Providing and fixing wash basin with CI brackets, 15 mm CP brass pillar taps, 32 mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require 17.7 1 White Vitreous China Wash basın size 630x450 mm with a pair of 15 mm CP brass pillar taps
Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litre with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge
Providing and fixing white vitreous china battery based infrared sensor -operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete
Providing and fixing CP brass bib cock of approved quality conforming to IS 8931 15 mm nominal bore
Providing and fixing CP brass angle valve for basin mixer and geyser 3- points of approved quality conforming to IS 8931 15 mm nominal bore
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