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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Rejected-Technical | Rejected-Technical Insufficient Documents |
Tender Value
Refer Docs
EMD Value
₹11.9 L
Closing Date
26 May 2026, 12:00 pmClosed
Executive Engineer
O/o the EE (UD), Deptt. of Urban Affairs, Seppa Division, Seppa
Const. of Multipurpose Car Parking (G plus 3) at Seppa under East Kameng District
2026_APUDH_3455_1
EE/UDH/SPA/PARKING/2025-26
Open Tender
Civil Works
Item Rate
548 days
Seppa
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
EE (UD) Seppa
₹11.9 L
9 Jun 2026
13 May 2026
26 May 2026
13 May 2026
26 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Parking | - | - | - | - |
| 2 | Surface dressing of the ground, including ,removing vegetation and inequalities not exceeding 15 cm depth and disposal of eubbish ,lead upto 50m and lift upto 1.50m (B Hard Soil ) | 803.46 | Sqm | - | - |
| 3 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m.on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) Ordinary Soil | 546.28 | cum | - | - |
| 4 | 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, lead up to 50 m and lift upto 1.5 m. | 546.28 | cum | - | - |
| 5 | Filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 401.73 | cum | - | - |
| 6 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement morter 1:2 (1 cement: 2 coarse sand) to match the existing floor: | 669.55 | Sqm | - | - |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 100.33 | Sqm | - | - |
| 8 | Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 100.33 | Sqm | - | - |
| 9 | Providing and laying cement concrete : 1:3:6 (1 Cement : 3 coarse sand 6 graded stone aggregate 40 mm nominal size Excluding the cost of centering an shuttering in:
a) Foundation and plinth | 26.76 | cum | - | - |
| 10 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth | 111.48 | Sqm | - | - |
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SBD_Parking.pdf
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BOQ_3651.xls
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