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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance | ₹6.0 L | L1 | Accepted-Finance Accept |
| 2 | L2₹6.5 LRejected-Finance | ₹6.5 L | L2 | Rejected-Finance Reject |
Tender Value
₹8.4 L
EMD Value
₹8,367
Closing Date
20 May 2026, 5:30 pmClosed
Shushil Katare
Municipal Corporation Gwalior
(Nigam Nidhi)Construction of C.C Road and Nali at Baba Kapoor ki dargaha se Rajaji Bade se Panchmeswar Mandir Tak Ward No.10 Zone No.02.File No.591/25X3/6.2nd Call.
2026_UAD_480672_2
MPGMC/591/25x3/6/jan/2025-26
Open Tender
Civil Works - Others
30 days
Jankarya Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹8,367
10 Jun 2026
5 May 2026
22 May 2026
6 May 2026
20 May 2026
13 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 | Dismantling of existing structures by manual means comprising of masonry ,cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all liftS and lead up to 1000 meter and as per relevant clauses of section-200 in. (i) Concrete b)Plain Cement Concrete Grade M-15& M-20 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 2 | Transportation By Mechanical means including loading, unloading and stacking 2 km Steel/G.I. sheet/Pipes/Fuel wood/ Coal/ Cement/ Bitumen | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 3 | Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/ screed vibrators including formwork by strong steel girders fixed by spikes, separation embrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (with outdowel bars). (max. thickness 20cm) Deduct from Item No. 6.2, 6.3 and 6.6 above if paver with Electronic sensor is not used and laying, compaction is done by any other method (Note:- The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) This item is to be executed with Prior written permission of Engineer-in-charge (@391/CUM) FOR DRAIN BASE FOR DRAIN WALL | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 4 | Centering and shuttering including strutting, propping etc.and removal of form for(A) :Foundations, footings, bases of columns, etc. For mass concrete. | - | SQM | - | - | BI01010001010000000000000515BI0100001117 |
| 5 | Providing and laying non-pressure NP3 class (Mediumduty) R.C.C. pipes collar jointed with stiff mixture of cement mortar in the proportion of 1:2(1cement: 2 fine sand).
(a) Size 300 mm dia meter | - | RM | - | - | BI01010001010000000000000515BI0100001118 |
| 6 | providing Brick masonry work in1:3 (1cement:3sand)with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) insub-structure complete excluding pointing and plastering, as per drawing and technical specifications. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 7 | Plastering with cement mortar (1:3) on brick work in sub-structure as per
Technical specifications. | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
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