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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance | -35.65% | ₹9.1 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Finance | - | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Finance | - | - | - | Not Admitted-Finance Not qualified for AOC |
| 5 | Not Admitted-Finance | - | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹14.5 L
EMD Value
₹1.4 L
Closing Date
28 Mar 2026, 12:00 pmClosed
EXECUTIVE ENGINEER CD1 PWD BANDA
OFFICE OF EXECUTIVE ENGINEER CD1 PWD BANDA
REPAIR AND PAINTING WORK AT INSPECTION BUILDING NARAINI DISTRICT BANDA
2026_CEBAN_1129075_1
596/A-7 Dt. 10-03-2026
Open Tender
Civil Works - Buildings
60 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹1.4 L
OFFICE OF EXECUTIVE ENGINEER CD1 PWD BANDA
26 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
25 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 112 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) | |||||
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | - | Sqm | - | - | |
13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | - | Sqm | - | - | |
5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum. | - | - | |
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg. | - | - | |
22.6 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing
the surface with trowel with neat cement slurry and making
pattern of 300x300 mm square 3 mm deep. | - | Sqm | - | - | |
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge Concealed work, including cutting chases and making good the walls etc
Concealed work, including cutting chases and making good the walls etc | - | Rmt. | - | - | |
Providing and fixing factory made PVC Door shutter made of solid foam PVC profiles of thickness 5 mm and 15 mm at edges integrally extruded for vertical style and horizontal (top / bottom / lock) rails of minimum cross section of 70mm x 28mm, of shape and design as per manufacturer's specifications having homogenous fine cellular structure and smooth integral outer skin, inserted with G.l. 'C' section/ rectangular tube profile of minimum 0.60 mm thickness with 120 gsm coating as stiffeners as per manufacturer's specifications Mitered cut joints for styles and rails provided with telescopic polymeric L' corners are joined together using solvent adhesive and strengthened with fully threaded stainless steel screws (of required size) through reinforcement stiffener with paneling of specified solid foam PVC board / high pressure laminate of required thickness and of approved design and shade (matching the styles and rails), secured within styles and rails with specially designed solid foam PVC moulded headings of required size using PVC solvent adhesive / cement.
9.124.2 Decorative finish (both side wood grained finish). | - | sqm. | - | - | |
Providing PVC molding / architrave for door frame made up of extruded solid foam PVC profile having homogenous fine cellular structurewith smooth outer integral skin, minimum 30 mm width and minimum 12mm thick suitable for fixing to frame. The molding shall be snap fitted in the grooveprovided in the frame & fixed with PVC solvent adhesive / cement and self tapping screws (of required size) complete as per direction of Engineer-in-Charge. | - | Rmt. | - | - | |
Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and 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 corners, 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 conforming 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. | - | sqm. | - | - | |
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