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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Fee/PreQual/Technical/Finance | ₹2.4 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.4 CrAdmitted-Fee/PreQual/Technical/Finance | ₹2.4 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s B.S.L Enterprises L1 | M/S L R ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00Construction of FSTP with Planted Drying Bed | |||||
| 2.00Drying Beds | |||||
| 3.00 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m 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 arming and watering of all surplus soil as directed within a lead of 50m in all types of soils | 255.61 | Cum | 337.1 ₹86,166.13 Lowest | 340.3 ₹86,984.08 |
| 4.00 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m 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 arming and watering of all surplus soil as directed within a lead of 50m 10% of the Total Qty | 63.9 | Cum | 394.9 ₹25,234.11 Lowest | 398.6 ₹25,470.54 |
| 5.00 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.Drying Beds | 21.3 | Cum | 963.1 ₹20,514.03 Lowest | 972.2 ₹20,707.86 |
| 6.00 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.Drying Beds | 21.3 | Cum | 5,671.1 ₹1,20,794.43 Lowest | 5,724.5 ₹1,21,931.85 |
| 7.00 | 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 centring an shuttering in:Drying Beds | 15.98 | Cum | 6,256.9 ₹99,985.26 Lowest | 6,315.8 ₹1,00,926.48 |
| 8.00 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).Drying Beds Short WallsDrying Beds Long Walls | 50.62 | Cum | 9,616.4 ₹4,86,782.17 Lowest | 9,707 ₹4,91,368.34 |
| 9.00 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
FOR INTERNALDrying Beds Short WallsDrying Beds Long Walls | 216.88 | Sqm | 228.6 ₹49,578.77 Lowest | 230.8 ₹50,055.9 |
| 10.00 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.
FOR EXTERNAL (Above GL)Drying Beds Short WallsDrying Beds Long Walls | 165.08 | Sqm | 270.3 ₹44,621.12 Lowest | 272.8 ₹45,033.82 |
Tender Value
Refer Docs
EMD Value
₹4.9 L
Closing Date
6 Aug 2026, 12:00 pmClosed
EE(UD)-cum-Member Secy.
O/o the EE(UD)-cum-Member Secy., DUDA, Bomdila
Design, Build and Commission of Faecal sludge-septage Treatment Plant and Soak Pits with 5 years of Operation and Maintenance in Rupa ULB of Arunachal Pradesh
2026_APUDH_3572_1
EE/BUD/W-28/2025-26
Open Tender
Solid Waste Management
Turn-key
365 days
Rupa
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
DC-cum-Chairman, DUDA, Bomdila
₹4.9 L
7 Aug 2026
23 Jul 2026
6 Aug 2026
23 Jul 2026
6 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of FSTP with Planted Drying Bed | - | - | - | - |
| 2 | Drying Beds | - | - | - | - |
| 3 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m 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 arming and watering of all surplus soil as directed within a lead of 50m in all types of soils | - | Cum | - | - |
| 4 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) lift upto 1.50m and stacking the excavated soil not more than 3m 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 arming and watering of all surplus soil as directed within a lead of 50m 10% of the Total Qty | - | Cum | - | - |
| 5 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.Drying Beds | - | Cum | - | - |
| 6 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.Drying Beds | - | Cum | - | - |
| 7 | 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 centring an shuttering in:Drying Beds | - | Cum | - | - |
| 8 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).Drying Beds Short WallsDrying Beds Long Walls | - | Cum | - | - |
| 9 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
FOR INTERNALDrying Beds Short WallsDrying Beds Long Walls | - | Sqm | - | - |
| 10 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.
FOR EXTERNAL (Above GL)Drying Beds Short WallsDrying Beds Long Walls | - | Sqm | - | - |
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