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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-Finance NA | NA | NA | 121004 | L1 | Accepted-Finance Accept | |
| 2 | L2₹12.1 L+₹13,307.10 (1.11%)Rejected-Finance IGL COLONY CWS JAYANT P O JAYANT DIST SINGRAULI MP | JAYANT | SINGRAULI | MADHYA PRADESH | L2 | Rejected-Finance Reject |
Tender Value
₹12.7 L
EMD Value
₹9,505
Closing Date
1 Jun 2026, 5:30 pmClosed
SURESH KUMAR AHIRWAR
GWALIOR MUNICIPAL CORPORATION
( Moulik Nidhi) Construction of Boundry wall and park Devlopment work at in front of Shri Ram vatika Jaderua. Ward 19. Zone 08 File No. 91/26X3/3.
2026_UAD_504362_1
MPGMC/91/26x3/3/jan/2026-27
Open Tender
Civil Works - Others
Percentage
60 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9,505
6 Jul 2026
30 Apr 2026
3 Jun 2026
1 May 2026
1 Jun 2026
22 May 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 |
|---|---|---|---|---|---|
| 1 | 2.6 Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated
earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.
2.6.1 All kinds of soil
FOR COLUMNS OF BOUNDRY L=240
FOR RR MASONARY UNDER P/B [240-(60X0.90)]=168M | 1 | CUM | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.4 Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum
size of stone aggregate
FOR COLUMNS OF BOUNDRY L=240
FOR RR MASONARY UNDER P/B [240-(60X0.90)]=168M
FOR CC IN FRONT OF GATE | - | CUM | - | - |
| 3 | 7.1 Random rubble masonry with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) FOR FOUNDATIONS AND RETAININGS [240-(60X0.30)]=216M | - | cum | - | - |
| 4 | C R masonry (second sort) with hard stone in foundation & plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand)[240-(60X0.30)]=216M | - | cum | - | - |
| 5 | 5.11 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. 5.11.1 Mild steel and Medium Tensile steel bars.. | 1 | KG | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.4.1.2 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum
size of stone aggregate
FOR SILL BEND | 1 | CUM | - | - |
| 7 | 19.1 Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : 19.1.1 Foundations, footings, bases of columns, etc. For mass concrete. | - | sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc.and removal of form for19.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts. | - | sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc.and removal of form19.1.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. | - | sqm | - | - |
| 10 | 5.1 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 : 5.1.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
for columns padestal footing
up to plinth beam | 1 | CUM | - | - |
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