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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.1 Cr+₹26,538.99 (0.25%)Rejected-Finance GERUA PO BARKHOPA PS TAMULPUR DIST BAKSA ASSAM PIN 781367 | BAKSA | ASSAM | 781367 | ₹1.1 Cr+₹26,538.99 (0.25%) | L2 | Rejected-Finance Refer to Financial minutes. |
| 3 | L3₹1.1 Cr+₹42,460.99 (0.40%)Rejected-Finance | ₹1.1 Cr+₹42,460.99 (0.40%) | L3 | Rejected-Finance Refer to Financial minutes. |
| Sl No | Description | Qty | Unit | MD. FAIZUDDIN AHMED L2 | NAHEED HUSSAIN SAIKIA L3 | BRAHMAPUTRA ENGINEERS L1 |
|---|---|---|---|---|---|---|
| 1.00A.Thanguri Dong Water Harvesting Project | ||||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, samplings and trees etc. | 0.12 | Ha | 55,808.98 ₹6,697.08 Lowest | 55,808.98 ₹6,697.08 Lowest | 55,808.98 ₹6,697.08 Lowest |
| 1.02 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 | 112.5 | Cum | 192.78 ₹21,687.75 Lowest | 192.78 ₹21,687.75 Lowest | 192.78 ₹21,687.75 Lowest |
| 1.03 | Excavation for Structures (Earth work in excavation of foundation of structures (i)Above GBL | 235.75 | Cum | 145.18 ₹34,226.19 Lowest | 145.18 ₹34,226.19 Lowest | 145.18 ₹34,226.19 Lowest |
| 1.04 | Excavation for Structures (Earth work in excavation of foundation of structures (ii)Bellow GBL | 40.38 | Cum | 159.46 ₹6,438.99 Lowest | 159.46 ₹6,438.99 Lowest | 159.46 ₹6,438.99 Lowest |
| 1.05 | Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40 mm normal size mechanically mixed, placed in foundation and compacted by vibration | 4.93 | Cum | 6,357.1 ₹31,340.5 Lowest | 6,357.1 ₹31,340.5 Lowest | 6,357.1 ₹31,340.5 Lowest |
| 1.06 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, curing | 41.96 | Cum | 7,877.8 ₹3,30,552.49 Lowest | 7,877.8 ₹3,30,552.49 Lowest | 7,877.8 ₹3,30,552.49 Lowest |
| 1.07 | Supplying, fitting & placing TMT bar reinforcement in substructure | 2.52 | Ton | 67,525.36 ₹1,70,028.86 Lowest | 67,525.36 ₹1,70,028.86 Lowest | 67,525.36 ₹1,70,028.86 Lowest |
| 1.08 | Plastering with cement mortar ( 1 : 3 ) on R.C.C. works | 181.87 | Sqm. | 152.32 ₹27,702.44 Lowest | 152.32 ₹27,702.44 Lowest | 152.32 ₹27,702.44 Lowest |
| 1.09 | Construction of embankment with approved material obtained fromborrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a leadupto 1000 m as per Technical Specification Clause 301.5 | 1,206.04 | Cum | 271.92 ₹3,27,946.94 Lowest | 271.92 ₹3,27,946.94 Lowest | 271.92 ₹3,27,946.94 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
24 Mar 2026, 1:00 pmClosed
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
Mitigation of Flash Flood and Landslides by Application of Mechanical and Biological Measures at Bhelamari village under SDMF
2026_SCD_51899_1
Tender/NIT/Pt-II/2025-26/8711
Open Tender
Civil Works
Item Rate
180 days
Baksa Soil Conservation Division
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,125
₹2.1 L
Yes
4 Jul 2026
12 Mar 2026
25 Mar 2026
13 Mar 2026
24 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1A.Thanguri Dong Water Harvesting Project | |||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, samplings and trees etc. | - | Ha | 55,808.98 | - |
| 1.02 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 | - | Cum | 192.78 | - |
| 1.03 | Excavation for Structures (Earth work in excavation of foundation of structures (i)Above GBL | - | Cum | 145.18 | - |
| 1.04 | Excavation for Structures (Earth work in excavation of foundation of structures (ii)Bellow GBL | - | Cum | 159.46 | - |
| 1.05 | Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40 mm normal size mechanically mixed, placed in foundation and compacted by vibration | 1 | Cum | 6,357.1 | ₹6,350.74 |
| 1.06 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, curing | - | Cum | 7,877.8 | - |
| 1.07 | Supplying, fitting & placing TMT bar reinforcement in substructure | 1 | Ton | 67,525.36 | ₹67,457.83 |
| 1.08 | Plastering with cement mortar ( 1 : 3 ) on R.C.C. works | - | Sqm. | 152.32 | - |
| 1.09 | Construction of embankment with approved material obtained fromborrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a leadupto 1000 m as per Technical Specification Clause 301.5 | 0.8 | Cum | 271.92 | ₹217.26 |
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