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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | ₹6.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹7.0 LRejected-Finance | ₹7.0 L | L2 | Rejected-Finance Reject |
| 3 | L3₹7.0 LRejected-Finance | ₹7.0 L | L3 | Rejected-Finance Reject |
Tender Value
₹8.4 L
EMD Value
₹8,392
Closing Date
4 May 2026, 5:30 pmClosed
SHUSHIL KATARE
GWALIOR MUNICIPAL CORPORATION
Maintenance work of at Toilet, Urinal, backlane other Maintenance work under swachh Zone No. 20 file No. 19/26X4/8
2026_UAD_500915_1
MPGMC/19/26x4/8/jan/2026-27
Open Tender
Civil Works - Others
30 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹8,392
22 May 2026
17 Apr 2026
6 May 2026
18 Apr 2026
4 May 2026
27 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling old plaster or skirting upto15mmthickness, raking out joints and cleaning thesurfaceforplasteruptotwofloor level includingdisposal of rubbishwithin50meters leadand including scaffolding etc. | - | sqm | 19 | - | BI01010001010000000000000515BI0100001113 |
| 2 | UAD SOR 2021 Vol-2, I.No-5.11.4/ P. No- 47 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete. TMT bars.. | - | kg | 58 | - | BI01010001010000000000000515BI0100001113 |
| 3 | UADSOR 2021Vol-2,I.No-19.1.1/P.No-208 Centering and shuttering including strutting, propping etc.and removal of form (A)for Foundations, footings, bases of columns, etc. For mass concrete. | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | UAD SOR 2021 Vol-2, I.No-6.3.2/ P. No-56 Brick work with chimeny brick of class designation 40 in superstructure above plinth level upto floor 2 level including the cost of scaffolding in :Cement mortar 1:6(1 cement : 6 coarse sand) | - | CUM | 4,824 | - | BI01010001010000000000000515BI0100001113 |
| 5 | UAD SOR 2021 Vol-2, I.No-5.3/ P. No-46 R.C.C. 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 up to floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. | - | CUM | 5,932 | - | BI01010001010000000000000515BI0100001113 |
| 6 | UADSOR 2021 Vol-2,I.No-10.15.1/P.No-118 Steel work in built up M.S. tubular section (round, square or rectangular Hollow tube etc.) trusses/frame work etc./ railing work etc. i/c cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes. | - | Kg. | 99 | - | BI01010001010000000000000515BI0100001113 |
| 7 | UADSOR2021Vol-2,I.No-10.14.1.2/P.No-118 Steel work welded in built up sections/ framed work including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates
and similar works | - | Kg. | 92 | - | BI01010001010000000000000515BI0100001113 |
| 8 | UAD SOR 2021 Vol-2, I.No-11.5/ P. No-130 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete grade M-15 (Nominal Mix with 20mm maximum size of stone aggregate) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | - | sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 9 | UAD SOR 2021 Vol-2, I.No-9.116/P.No-108 P/F factory made P.V.C. door frame of size
50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S.square tube of 19gauge, EPDM rubber gasket weather seal to be provided through
out the frame. The door frame to be fixed to the wall using M.S.screws of 65/100mm size complete as per manufacturers
specification and direction of ngineer-in-Charge. | - | RM | - | - | BI01010001010000000000000515BI0100001113 |
| 10 | UADSOR 2021 Vol-2, I.No-9.121/P.No-110 P/F 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as styles and rails. Joints are made using solvent adhesive and GI 'C'sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x20mm ) stiffener frame insert & telescopic polymeric 'L' corners.The panel shall be filled with 3mm thick high -pressure compact laminate as per manufacturer's specifications and direction of Engineer-in-charge, cover moulding shall be provided for covering
fixing screws and elegant look.( for W.C. and bathroom door shutter). | - | sqm | - | - | BI01010001010000000000000515BI0100001113 |
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