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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Fee/PreQual/Technical/Finance | ₹2.2 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.5 Cr+₹28.7 L (13.3%)Admitted-Fee/PreQual/Technical/Finance | ₹2.5 Cr+₹28.7 L (13.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S N.S.T ENTERPRISE L1 | NONG NONG ENTERPRISE L2 |
|---|---|---|---|---|---|
| 1.00SH:- Formation Cutting | |||||
| 2.00 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | 2,321.17 | Cum. | 255 ₹5,91,898.35 Lowest | 265 ₹6,15,110.05 |
| 3.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 994.79 | Cum. | 373 ₹3,71,056.67 Lowest | 380 ₹3,78,020.2 |
| 4.00(SH:- MRF Building) | |||||
| 5.00 | 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 1.50 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. | 364.83 | cum | 413.5 ₹1,50,857.21 Lowest | 450 ₹1,64,173.5 |
| 6.00 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth | 199.19 | cum | 7,732.5 ₹15,40,236.68 Lowest | 7,800 ₹15,53,682 |
| 7.00 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 96 | cum | 1,008.5 ₹96,816 Lowest | 1,100 ₹1,05,600 |
| 8.00 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
A) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 48.75 | Cum | 8,848.9 ₹4,31,383.88 Lowest | 8,900 ₹4,33,875 |
| 9.00 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
a)M20 (1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 17.55 | Cum | 10,510.9 ₹1,84,466.3 Lowest | 10,650 ₹1,86,907.5 |
| 10.00 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
A) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 49.6 | Cum | 10,379.7 ₹5,14,833.12 Lowest | 10,500 ₹5,20,800 |
Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
10 Mar 2026, 12:00 pmClosed
Executive Engineer
EE (UD), Deptt. of Urban Affairs, Jairampur Division, Jairampur
Const. of 5 MT per day capacity Material Recovery Facility at Jairampur, Changlang District, AP.
2026_APUDH_3008_1
EE/UD/PLG-03/2025-26
Open Tender
Solid Waste Management
Item Rate
365 days
Jairampur
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE (UD) Jairampur
₹2.2 L
13 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SH:- Formation Cutting | - | - | - | - |
| 2 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | 2,321.17 | Cum. | - | - |
| 3 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 994.79 | Cum. | - | - |
| 4 | (SH:- MRF Building) | - | - | - | - |
| 5 | 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 1.50 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. | 364.83 | cum | - | - |
| 6 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth | 199.19 | cum | - | - |
| 7 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 96 | cum | - | - |
| 8 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
A) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 48.75 | Cum | - | - |
| 9 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
a)M20 (1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 17.55 | Cum | - | - |
| 10 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
A) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) | 49.6 | Cum | - | - |
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