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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC SIKANDAR KAMPOO GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹2.4 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.5 Cr+₹14.6 L (6.16%)Accepted-AOC CITY CENTER GWALIOR P J ENCLAVE | GWALIOR | MADHYA PRADESH | 474001 | ₹2.5 Cr+₹14.6 L (6.16%) | L2 | Accepted-AOC Reject L2 |
| 3 | L3₹2.5 Cr+₹14.8 L (6.22%)Accepted-AOC 2ND FLOOR 261 BATASIYA PLAZA JIWAJI NAGAR GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹2.5 Cr+₹14.8 L (6.22%) | L3 | Accepted-AOC Reject L3 |
| 4 | L4₹2.5 Cr+₹16.7 L (7.03%)Accepted-AOC NA | NA | NA | 121004 | ₹2.5 Cr+₹16.7 L (7.03%) | L4 | Accepted-AOC Reject L4 |
| 5 | L5₹2.6 Cr+₹26.3 L (11.1%)Accepted-AOC | ₹2.6 Cr+₹26.3 L (11.1%) | L5 | Accepted-AOC Reject L5 |
Tender Value
₹3.2 Cr
EMD Value
₹1.6 L
Closing Date
23 Mar 2026, 5:30 pmClosed
SURESH KUMAR AHIRWAR
GWALIOR MUNICIPAL CORPORATION
(VISHESH NIDHI) Construction of B.T. Road R.C.C. Nala and divider maintenance Work at sindhiya statchu to dane baba chorahe via tiger chouk. Zone No.08, Ward No 18. File No.09/26X3/5.
2026_UAD_484132_1
MPGMC/09/26x3/5/jan/2025-26
Open Tender
Civil Works - Others
Percentage
270 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
₹1.6 L
8 Jul 2026
20 Feb 2026
25 Mar 2026
21 Feb 2026
23 Mar 2026
13 Mar 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 | Scarifying the existing bituminous road surface by mechanical means to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters. Sindhiya Statchu to Tiger Chowk - 2x700x7 = 9800, Tiger Chowk to Dane baba Chauraha - 2x650x9 = 11700 = 21500 | - | cum | - | - |
| 2 | Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. All kinds of soils 1x900x1.2x1.2 = 1296 | - | cum | - | - |
| 3 | Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin /plate /screed vibrators including form work by strong steel girders fixed by spikes.for nala For New Nallah - 1x900x1.2x0.10 - 108 For NP2 pipe - 1x200x0.50x0.10 - 10 total - 118 | - | cum | - | - |
| 4 | Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications RCC Grade M20. For New Nallah 1x900x1x0.10 - 90 For New Nallah 2x900x0.15x1 - 270 For New Nallah 1x250x1x0.15 - 37.5 For New Nallah ( Slab) 1x650x1x0.15 - 97.5 For NP2 Pipe 1x200x0.50x0.15 - 15 Total = 510 | - | cum | - | - |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per Sections 1600 of the specifications. FE 500. 0.50x360x7850/100 = 14130 kg = 14.13 MT, For Precast ( 0.70X37.5x7850/100 = 2061 - 2.06), For Slab (0.70X97.5x7850/100 = 5358 - 5.36 ) Total = 21.55 MT | - | MT | - | - |
| 6 | Providing and laying non-pressure NP2 class (light duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). Size 300 mm dia. meter | - | RM | - | - |
| 7 | Dismantling of existing structures comprising of masonry, Cement Concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, stacking the serviceable material with all lifts and lead up to 1000 meters, as per Section- 200 of the specifications. Concrete By Manual Means Lime Concrete, Cement Concrete grade M-10 and below | - | cum | - | - |
| 8 | Providing and applying Prime Coat with Cationic Bitumen Emulsion (SS1 Garde) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 Kg/Sqm using mechanical means as per Section 502 of the specifications. Sindhiya Statchu to Tiger Chowk - 2x700x7 - 9800, Tiger Chowk to Dane baba Chauraha - 2x650x9 - 11700 = Total 21500 | - | sqm | - | - |
| 9 | Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the specifications. @ 0.40 Kg per Sqm (Non-bituminous surfaces) granular base not primed. Sindhiya Statchu to Tiger Chowk - 2x700x7 - 9800, Tiger Chowk to Dane baba Chauraha - 2x650x9 - 11700 = Total 21500 | - | sqm | - | - |
| 10 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base By Mix in Place Method For 53 mm maximum size. TIGER CHOWK TO DANE BABA CHAURAHA 2x650x9x0.20 - 2340 | - | cum | - | - |
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