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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC VILL HAFLONG BOIDURA P O P S HAFLONG DIST DIMA HASAO ASSAM PIN 788819 | HAFLONG | DIMA HASAO | ASSAM | 788819 | ₹2.5 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.5 Cr+₹2,798.64 (0.01%)Rejected-Finance | ₹2.5 Cr+₹2,798.64 (0.01%) | L2 | Rejected-Finance Refer to Financial minutes. |
| 3 | L3₹2.5 Cr+₹74,514.63 (0.30%)Rejected-Finance ASSAM AS | KARIMGANJ | ASSAM | 788152 | ₹2.5 Cr+₹74,514.63 (0.30%) | L3 | Rejected-Finance Refer to Financial minutes. |
| Sl No | Description | Qty | Unit | Arban Joel Kachari L2 | David Phonglo L1 | HEMANTA KUMAR MAHANTA L3 |
|---|---|---|---|---|---|---|
| 1.00Encaged Boulder Structure | ||||||
| 1.01 | Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area (i) By Manual Means | 4,038.24 | M2 | 1.54 ₹6,218.89 | 1.4 ₹5,653.54 Lowest | 1.54 ₹6,218.89 |
| 1.02 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. (Manual means should be use where machines cannot be deployed due to site condition) | 3,937.28 | M3 | 159 ₹6,26,027.52 Lowest | 159 ₹6,26,027.52 Lowest | 159.46 ₹6,27,838.67 |
| 1.03 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301. | 706.69 | M3 | 1,959 ₹13,84,405.71 Lowest | 1,959 ₹13,84,405.71 Lowest | 1,959.69 ₹13,84,893.33 |
| 1.04 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 7,490.93 | M3 | 2,935 ₹2,19,85,879.55 | 2,920 ₹2,18,73,515.6 Lowest | 2,928.23 ₹2,19,35,165.95 |
| 1.05 | Signboard | 1 | No. | 11,109.16 ₹11,109.16 | 1,109 ₹1,109 Lowest | 11,109.16 ₹11,109.16 |
| 2.00Horticulture Plantation Assam Lemon | ||||||
| 2.01 | Planting material | 4,400 | Nos. | 25 ₹1,10,000 Lowest | 25 ₹1,10,000 Lowest | 25 ₹1,10,000 Lowest |
| 2.02 | FYM | 45.34 | M3 | 500 ₹22,671 Lowest | 500 ₹22,671 Lowest | 500 ₹22,671 Lowest |
| 2.03 | Land Preparation & planting | 365 | Man-days | 433 ₹1,58,045 Lowest | 433 ₹1,58,045 Lowest | 433 ₹1,58,045 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
2 Mar 2026, 1:00 pmClosed
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
Integrated River Bank Protection Work cum Horticulture Plantation for Ecological Balance vis-A-vis Livelihood Generation (Part II) at Harmudisa Village, Dima Hasao under SDMF during 2025-26
2026_SCD_51445_2
Tender/NIT/Pt-II/2025-26/8209
Open Tender
Civil Works
Item Rate
180 days
Maibang S.C. Division, Maibang
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,970
₹5.0 L
Yes
13 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
2 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Encaged Boulder Structure | |||||
| 1.01 | Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area (i) By Manual Means | 1 | M2 | 1.54 | ₹1.54 |
| 1.02 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. (Manual means should be use where machines cannot be deployed due to site condition) | - | M3 | 159.46 | - |
| 1.03 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301. | - | M3 | 1,959.69 | - |
| 1.04 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | - | M3 | 2,928.23 | - |
| 1.05 | Signboard | - | No. | 11,109.16 | - |
| 2Horticulture Plantation Assam Lemon | |||||
| 2.01 | Planting material | - | Nos. | 25 | - |
| 2.02 | FYM | 1 | M3 | 500 | ₹499.5 |
| 2.03 | Land Preparation & planting | - | Man-days | 433 | - |
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