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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | ₹11.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.0 L+₹59,868.54 (5.26%)Rejected-AOC | ₹12.0 L+₹59,868.54 (5.26%) | L2 | Rejected-AOC L2 |
| 3 | L3₹12.1 L+₹73,458.27 (6.45%)Rejected-AOC 1 3604 RAM NAGAR GALI NO 2 POST OFFICE WALI ASHOK MARG EAST DELHI DELHI 110032 | SHAHDARA | DELHI | 110032 | ₹12.1 L+₹73,458.27 (6.45%) | L3 | Rejected-AOC L3 |
Tender Value
₹12.2 L
EMD Value
₹24,500
Closing Date
27 May 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, R.D.Spl.Div., Gumla.
Construction of Toilet Room, Electrical and Septic Tank at ST Residential Girls School, Chapatoli, Bishunpur block, district Gumla.
2026_RDSPL_114331_1
RDD/SD/GUMLA/27/2025-26 (3rd Call)
Open Tender
Civil Works
Percentage
90 days
Bishunpur block, district Gumla.
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹24,500
24 Aug 2026
21 May 2026
29 May 2026
21 May 2026
27 May 2026
21 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in foundation trenches in foundation in ordinary soil (vide classification of soil -A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling ramming the foundation trenches, removing, roots of trees shurbs all complete as per approved design building specification and direction of E/l. + Extra for earth work in hard soil as per approved design building specification and direction of E/l.(Vide classification of soil item -B) | |||||
| 2 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). (5.1.7) | 1 | M3 | - | - |
| 3 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | - | M3 | 1 | - |
| 4 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | 1 | M2 | 1 | ₹1 |
| 5 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | - | M2 | 1 | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:2:4 (1 Cement : 2 Coarse sand (zone -III) : 4 Graded stone aggregate 20 mm nominal size) | - | M3 | 1 | - |
| 7Providing and laying in position specified grade of reinforced cement excluding the cost of centering and shuttering - all work up to plinth level: 1:1.5:3 (1 Cement : 2 Coarse sand (zone -III) : 4 Graded stone aggregate 20 mm nominal size) | |||||
| 8 | Centering and shuttering including strutting, propping etc and removal of form for foundation | 1 | M2 | - | - |
| 9 | Providing R.C.C work in walls M-200 with nominal mix of (1:1.5:3) in Pilaster, buttresses, Plinth and string course, fillets, columns, Pillars, Piers, with approved ------do----do---as per direction of E/l | 1 | M3 | 1 | ₹1 |
| 10 | Centering and shuttering including strutting, propping etc and removal of form for Plinth beams | 1 | M2 | - | - |
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