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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -16.50% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance | -13.60% | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | -10.00% | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.2 CrAdmitted-Finance | -2.10% | ₹1.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.4 CrAdmitted-Finance | +11.00% | ₹1.4 Cr | L5 | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
11 May 2026, 4:00 pmClosed
Mukesh Kumar
Indian Oil Bhawan Gariahat Road, Dhakuria 700068
Development of new A site Retail Outlet WITHIN 3 KM FROM RONGJENG JUNCTION INTERSECTION OF NH 217 NEW AND NH 127B TOWARDS WILLIAMNAGAR ON NH 62 OLD NH 217 NEW EAST GARO HILLS MEGHALAYA under Guwahati Divisional office
2026_ERO_189753_1
ER MAC/2026-27/LT-53
Limited
Civil Works
105 days
Development of new A site Retail Outlet WITHIN 3 K
Please refer Tender Document
2 documents required · 2 mandatory
Exempted
20 May 2026
4 May 2026
12 May 2026
4 May 2026
11 May 2026
4 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 | LAND DEVELOPMENT | - | - | - | - | item_code_1 |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises | 0.2 | M2 | 136.22 | ₹27.24 | item_code_2 |
| 3 | CONSTRUCTION OF SALES BUILDING | - | - | - | - | item_code_3 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600 | - | - | - | - | item_code_4 |
| 5 | i) All kinds of Soil | - | M3 | 158.03 | - | item_code_5 |
| 6 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil | - | M3 | 78.57 | - | item_code_6 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m | - | M3 | 190.88 | - | item_code_7 |
| 8 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. | - | - | - | - | item_code_8 |
| 9 | i) Local Fine Sand within grading zone IV | - | M3 | 1,319.36 | - | item_code_9 |
| 10 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil | - | M2 | 410.52 | - | item_code_10 |
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