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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.2 LAccepted-Finance | ₹64.2 L | L1 | Accepted-Finance Accept |
| 2 | L2₹71.2 LRejected-Finance | ₹71.2 L | L2 | Rejected-Finance Reject |
| 3 | L3₹77.4 LRejected-Finance POSTI KHANA KILA GATE GWALIOR 474003 | GWALIOR | GWALIOR | MADHYA PRADESH | 474003 | ₹77.4 L | L3 | Rejected-Finance Reject |
Tender Value
₹85.6 L
EMD Value
₹64,184
Closing Date
27 Apr 2026, 5:30 pmClosed
Suresh Kumar Ahirwar
GWALIOR MUNICIPAL CORPORATION
Construction of R.C.C. Nala and V-Shap Nali Work At Bhadoriya cement, baba aata Chakki Wali Gali, CE- sector Abhilasha Koching Wali Gali and E- Sector different street . Ward 18. Zone 08 File No. 184/26X3/6.
2026_UAD_493671_1
MPGMC/184/26x3/6/Jan/2025-26
Open Tender
Civil Works - Others
180 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹64,184
11 May 2026
24 Mar 2026
29 Apr 2026
25 Mar 2026
27 Apr 2026
17 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 |
|---|---|---|---|---|---|---|
| 1Excavation 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 For Nallah 1x1400x1x0.80 - 1120, For Vshape Nali - 2x2500x0.60x0.50 - 1500 Total = 2620 | ||||||
| 2Providing 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 1x1400x1x0.10 - 140, For Vshape Nali - 2x2500x0.60x0.10 - 300, For NP3 pipe 1x200x0.50x0.10 - 10 Total = 450 | ||||||
| 3Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications. PCC Grade M20 For Nallah 1x1400x0.80x0.10 = 112, For Nallah - 2x1400x0.15x0.60 = 252, For Slab - 1x900x0.80x0.15 = 108, For Preecast - 1x500x0.80x0.15 = 60, For NP3 Pipe - 1x200x0.50x0.15 =15 Total 547 | ||||||
| 4Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications. PCC Grade M20 For V-shape Nali - 1x2500x0.60x0.10 = 150, For V-shape Nali - 1x2500x0.30x0.10 =75 Total 225 | ||||||
| 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 0.50x532x7850/100 = 20881 kg = 20.88 MT | 1 | MT | - | - | BI01010001010000000000000515BI0100001118 |
| 6Dismantling 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 (1+1.5+2.5/3 = 1.67) 1x500x1.67x0.60 = 501 | ||||||
| 7Providing and laying non-pressure NP2 class (Medium duty) R.C.C. pipes collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). Size 300 mm dia meter | ||||||
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