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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-Finance | ₹10.3 L | L1 | Accepted-Finance Accept |
| 2 | L2₹10.3 LRejected-Finance GRAM DHATURIYA DISTRICT RAJGARH MP | ₹10.3 L | L2 | Rejected-Finance Reject |
Tender Value
₹10.4 L
EMD Value
₹7,806
Closing Date
21 Apr 2026, 5:30 pmClosed
SURESH KUMAR AHIRWAR
GWALIOR MUNICIPAL CORPORATION
( Moulik Nidhi) Construction of Samudayik bhavan Nirman karya at Mata mandir ke bagal main purani Chhawani . Ward 64. Zone 23 File No. 68/26X3/3.
2026_UAD_492305_1
MPGMC/68/26x3/3/jan/2025-26
Open Tender
Civil Works - Others
90 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹7,806
6 May 2026
18 Mar 2026
23 Apr 2026
19 Mar 2026
21 Apr 2026
10 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 | 15.6 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in- charge. 15.6.1 In lime mortar 15.6.2 In cement mortar | 1 | CUM | - | - | BI01010001010000000000000515BI0100001114 |
| 22.6 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 HALL FOR FOUNDATIONS | ||||||
| 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 4C R masonry (second sort) with hard stone in foundation & plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) | ||||||
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.7 Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate | ||||||
| 65.11 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.. | ||||||
| 7Providing 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 | ||||||
| 819.1 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. | ||||||
| 9Centering and shuttering including strutting, propping etc.and removal of form19.1.3 Suspended floors, roofs, landings, balconies and access platform. | ||||||
| 10Centering and shuttering including strutting, propping etc.and removal of form for19.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts. | ||||||
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