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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC GERUA PO BARKHOPA PS TAMULPUR DIST BAKSA ASSAM PIN 781367 | BAKSA | ASSAM | 781367 | ₹2.3 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.3 Cr+₹49,916.69 (0.22%)Rejected-Finance | ₹2.3 Cr+₹49,916.69 (0.22%) | L2 | Rejected-Finance Refer to Financial minutes. |
| 3 | L3₹2.3 Cr+₹56,729.68 (0.25%)Rejected-Finance | ₹2.3 Cr+₹56,729.68 (0.25%) | L3 | Rejected-Finance Refer to Financial minutes. |
| Sl No | Description | Qty | Unit | MD. FAIZUDDIN AHMED L1 | NAHEED HUSSAIN SAIKIA L2 | BRAHMAPUTRA ENGINEERS L3 |
|---|---|---|---|---|---|---|
| 1.00Part-A: Construction of RCC Check Dam | ||||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, samplings and trees grith upto 300mm, removal of stumps of trees cut earlier and disposal of the unserviceable materials etc. | 0.08 | Ha | 55,808.98 ₹4,520.53 Lowest | 55,808.98 ₹4,520.53 Lowest | 55,808.98 ₹4,520.53 Lowest |
| 1.02 | Earth work in excavation of foundation for structures as per drawing & technical
specification, including seting out, construction of shoring & bracing, removal of stumps & other deleterious matterr dressing of sides & bottom and backfilling in trenches with approved material
Above GBL | 985.1 | Cum | 145.18 ₹1,43,016.24 Lowest | 145.18 ₹1,43,016.24 Lowest | 145.18 ₹1,43,016.24 Lowest |
| 1.03 | Earth work in excavation of foundation for structures as per drawing & technical
specification, including seting out, construction of shoring & bracing, removal of stumps & other deleterious matterr dressing of sides & bottom and backfilling in trenches with approved material
Bellow GBL | 195.85 | Cum | 159.46 ₹31,229.6 Lowest | 159.46 ₹31,229.6 Lowest | 159.46 ₹31,229.6 Lowest |
| 1.04 | 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 | 23.59 | Cum | 6,565.23 ₹1,54,860.65 Lowest | 6,565.23 ₹1,54,860.65 Lowest | 6,565.23 ₹1,54,860.65 Lowest |
| 1.05 | RCC Works in in sub structure complete as per drawing & technical specification and steel shuttering form work | 241.72 | Cum | 8,105.6 ₹19,59,301.84 Lowest | 8,593.74 ₹20,77,296.02 | 8,485 ₹20,51,011.17 |
| 1.06 | Supplying, fitting & placing TMT bar reinforcement in substructure | 145.03 | Qntl. | 6,868.09 ₹9,96,099.7 Lowest | 6,868.09 ₹9,96,099.7 Lowest | 6,868.09 ₹9,96,099.7 Lowest |
| 1.07 | Plastering with cement mortar ( 1 : 3 ) on R.C.C. works | 660.89 | Sqm. | 154.19 ₹1,01,902.63 Lowest | 154.19 ₹1,01,902.63 Lowest | 154.19 ₹1,01,902.63 Lowest |
| 1.08 | Providing and laying of filter media with granular material/stone crushed aggregates satisfying the requirment laid down in clause 2504.2.2 of MoRTH
specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toward the Head Wall to the full height | 136.8 | Cum | 2,158.18 ₹2,95,239.02 Lowest | 2,158.18 ₹2,95,239.02 Lowest | 2,158.18 ₹2,95,239.02 Lowest |
| 1.09 | Earth Work in filling in front of the guid bund by head load up to lead of 60 m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10 kg and falling from height of not less than 90 cm and sprinkling with water if necessary
(i) In front & Both Side of the Structure | 263.98 | Cum | 107.22 ₹28,303.4 Lowest | 107.22 ₹28,303.4 Lowest | 107.22 ₹28,303.4 Lowest |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 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 by Reducing Sediment Load through Mechanical and Ecological Management Practices (EMPs) in Laupara village under SDMF
2026_SCD_51899_3
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
₹4,540
₹4.5 L
Yes
9 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 |
|---|---|---|---|---|---|
| 1Part-A: Construction of RCC Check Dam | |||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, samplings and trees grith upto 300mm, removal of stumps of trees cut earlier and disposal of the unserviceable materials etc. | 1 | Ha | 55,808.98 | ₹55,753.17 |
| 1.02 | Earth work in excavation of foundation for structures as per drawing & technical
specification, including seting out, construction of shoring & bracing, removal of stumps & other deleterious matterr dressing of sides & bottom and backfilling in trenches with approved material
Above GBL | 0.4 | Cum | 145.18 | ₹58.07 |
| 1.03 | Earth work in excavation of foundation for structures as per drawing & technical
specification, including seting out, construction of shoring & bracing, removal of stumps & other deleterious matterr dressing of sides & bottom and backfilling in trenches with approved material
Bellow GBL | 0.4 | Cum | 159.46 | ₹63.78 |
| 1.04 | 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 | - | Cum | 6,565.23 | - |
| 1.05 | RCC Works in in sub structure complete as per drawing & technical specification and steel shuttering form work | 0.8 | Cum | 8,593.74 | ₹6,874.99 |
| 1.06 | Supplying, fitting & placing TMT bar reinforcement in substructure | 0.2 | Qntl. | 6,868.09 | ₹1,366.75 |
| 1.07 | Plastering with cement mortar ( 1 : 3 ) on R.C.C. works | 1 | Sqm. | 154.19 | ₹154.04 |
| 1.08 | Providing and laying of filter media with granular material/stone crushed aggregates satisfying the requirment laid down in clause 2504.2.2 of MoRTH
specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toward the Head Wall to the full height | - | Cum | 2,158.18 | - |
| 1.09 | Earth Work in filling in front of the guid bund by head load up to lead of 60 m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10 kg and falling from height of not less than 90 cm and sprinkling with water if necessary
(i) In front & Both Side of the Structure | - | Cum | 107.22 | - |
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