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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Fee/PreQual/Technical/Finance | -21.06% | ₹7.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.5 LAdmitted-Fee/PreQual/Technical/Finance | -15.03% | ₹8.5 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.9 LAdmitted-Fee/PreQual/Technical/Finance | -10.50% | ₹8.9 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.4 LAdmitted-Fee/PreQual/Technical/Finance | -5.50% | ₹9.4 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹10.0 L
EMD Value
₹20,000
Closing Date
17 Aug 2026, 2:00 pmClosed
Additional Municipal Commissioner CMC CHAS
Additional Municipal Commissioner Chas Municipal Corporation, ITI ,More Chas.
CONSTRUCTION OF PCC ROAD FROM HOUSE SACHIDANAND PRASAD VIA HOUSE OF HOUSE OF VINA SINGH TO HOUSE OF VIJAY PRATAP AT WARD NO. 07 UNDER CHAS MUNICIPAL CORPORATION
2026_UDD_117250_1
UDD/CMC/09/CIVIL/2026-27/01
Open Tender
Civil Works
Percentage
90 days
chas
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹20,000
18 Aug 2026
11 Aug 2026
18 Aug 2026
11 Aug 2026
17 Aug 2026
11 Aug 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 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 247.05 | M3 | 151.89 | ₹37,524.42 |
| 2 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 22.8 | M3 | 55.28 | ₹1,260.38 |
| 3 | Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
Rate per cum for grading-2 Material | 104.31 | M3 | 1,458.8 | ₹1,52,167.43 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 104.31 | M3 | 4,961.73 | ₹5,17,558.06 |
| 5 | Providing centering and shuttering ...do-do-all complete job | 57 | M2 | 194.5 | ₹11,086.5 |
| 6 | SAND(19+1Km radius) | 0.2 | M3 | 431.8 | ₹86.32 |
| 7 | Stone chips (19+1Km radius) | - | M3 | 431.8 | - |
| 8 | metal stone (10km) | 0.6 | M3 | 459.52 | ₹275.67 |
| 9 | ADD GST@18% | - | M18 | - | - |
| 10 | ADD LABOUR CESS@1% | - | M19 | - | - |
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