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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Not fall under Assembly jurisdiction |
Tender Value
Refer Docs
EMD Value
₹7.0 L
Closing Date
10 Apr 2026, 12:00 pmClosed
Executive Engineer
O/o EE (UD), Deptt. of Urban Affairs, Aalo Division, Aalo
Const. of Multi Storey Parking Lots at Aalo, West Siang District (Package-A)
2026_APUDH_3325_1
EE/UD/AALO/PLG-122/2025-26/01
Open Tender
Civil Works
Item Rate
730 days
Aalo
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
EE (UD) Aalo
₹7.0 L
20 Apr 2026
26 Mar 2026
10 Apr 2026
26 Mar 2026
10 Apr 2026
26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1(SH:I Earth Work) | |||||
| 2Earth work in excavation in foundation and trenches etc. in soil containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. | |||||
| 3Extra for every additional lift of 1.50 m or part thereof for earth work in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock. | |||||
| 4Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | |||||
| 5Stone masonry work in cement mortar 1:3 in foundation completeas per drawing and Technical Specification b) Random Rubble Masonry | |||||
| 6Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | |||||
| 7(SH:II .C.C Work) | |||||
| 8Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 40 mm nominal size) excluding the cost of centring and shuttering. | |||||
| 9Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone shingle 20 mm nominal size) excluding the cost of centring an shuttering in: b) Foundations and plinth | |||||
| 10Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size). | |||||
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Corrigendum_Pkg_A.pdf
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