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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.5 LAccepted-Finance | ₹88.5 L | L1 | Accepted-Finance Accept |
| 2 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance Reject |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance Reject |
| 4 | L4₹1.1 CrRejected-Finance | ₹1.1 Cr | L4 | Rejected-Finance Reject |
| 5 | L5₹1.2 CrRejected-Finance 109 S O RAMESH CHANDRA RAI MOTI SADAN KALPANA NAGAR BHOPAL MADHYA PRADESH 462021 UDYAM MP 10 0003670 23AAFCC1560R1ZH R M S | BHOPAL | MADHYA PRADESH | 462021 | ₹1.2 Cr | L5 | Rejected-Finance Reject |
Tender Value
₹1.6 Cr
EMD Value
₹80,421
Closing Date
26 May 2026, 5:30 pmClosed
Pawan Singhal
GWALIOR MUNICIPAL CORPORATION
Construction of Interlocking Paver at road Work under NCAP file No. 278/26X3/6
2026_UAD_502810_1
MPGMC/278/26X3/6/PIU/2026-27
Open Tender
Miscellaneous Works
120 days
PIU Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹12,500
₹80,421
4 Jun 2026
24 Apr 2026
28 May 2026
25 Apr 2026
26 May 2026
15 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge. 1:4:8 or leaner mix | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed. All kinds of soil | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate | 0.6 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 6 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete.Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum
size of stone aggregate | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 7 | Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. 2.18.1 Moorum/Hard copra | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 8 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 9 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
| 10 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:3 ( 1cement : 3 coarse sand) with joints finished flush with cement mortar 1:3. Red sand stone | - | Sqm | - | - | BI01010001010000000000000515BI0100001123 |
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