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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-Finance | ₹1.8 Cr | L1 | Accepted-Finance Recommended |
| 2 | L2₹1.9 Cr+₹10.6 L (5.82%)Rejected-Finance | ₹1.9 Cr+₹10.6 L (5.82%) | L2 | Rejected-Finance Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified for not fulfill criteria |
| Sl No | Description | Qty | Unit | M/s. Harang Enterprise L2 | M/S NORTH EAST ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation and trenches in soils 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 excavated soil as directed within a lead of 50m. | 400 | Cum | 281.8 ₹1,12,720 | 266.3 ₹1,06,520 Lowest |
| 2.00 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.aggregate 40 mm nominal size) excluding the cost of centring and shuttering. | 230 | Cum | 4,300.7 ₹9,89,161 | 4,064.16 ₹9,34,756.8 Lowest |
| 3.00Centring and shuttering including strutting proping etc. and removal of form work for: | |||||
| 4.00 | Wall | 35,328 | Sqm | 465.4 ₹1,64,41,651.2 | 439.8 ₹1,55,37,254.4 Lowest |
| 5.00 | Reinforcement of RCC work including bending, binding and placing in position complete. | 959 | kg | 80 ₹76,720 | 75.6 ₹72,500.4 Lowest |
| 6.00Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : | |||||
| 7.00 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20mm nominal size) | 243 | Cum | 6,720.41 ₹16,33,059.63 | 6,350.79 ₹15,43,241.97 Lowest |
| 8.00 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). | 360 | Sqm | 146.36 ₹52,689.6 | 138.31 ₹49,791.6 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
11 May 2026, 9:00 amClosed
Block development Officer, CD Block Koloriang
O/o The Block Development Officer, CD Block Koloriang Kurung Kumey District, Arunachal Pradesh
C/o. Protection Wall at Malapu Kaku, Kurung Kumey District, Arunachal Pradesh under MoTA2025-26
2026_DRDAP_3445_1
CD/KLG/MoTA/NIT/2025-26
Open Tender
Civil Works
Item Rate
365 days
Malapu Kaku, kurung Kumey
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
Yes
BDO, CD Block, Koloriang
₹1.9 L
Yes
26 May 2026
4 May 2026
11 May 2026
4 May 2026
11 May 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation and trenches in soils 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 excavated soil as directed within a lead of 50m. | 400 | Cum | - | - |
| 2 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.aggregate 40 mm nominal size) excluding the cost of centring and shuttering. | 230 | Cum | - | - |
| 3 | Centring and shuttering including strutting proping etc. and removal of form work for: | - | - | - | - |
| 4 | Wall | 35,328 | Sqm | - | - |
| 5 | Reinforcement of RCC work including bending, binding and placing in position complete. | 959 | kg | - | - |
| 6 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : | - | - | - | - |
| 7 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20mm nominal size) | 243 | Cum | - | - |
| 8 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). | 360 | Sqm | - | - |
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