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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.3 LAdmitted-Finance VILL NAZIRA TOWN BAILUNG PATH P O NAZIRA P S NAZIRA DIST SIVASAGAR ASSAM PIN 785685 | SIVASAGAR | ASSAM | 785685 | ₹30.3 L | L1 | Admitted-Finance |
| 2 | L2₹31.4 LAdmitted-Finance | ₹31.4 L | L2 | Admitted-Finance |
| 3 | L3₹34.1 LAdmitted-Finance VILL H NO 100B SATYAM APARTMENT P O P S NOONMATI DIST KAMRUP METRO PIN 781020 | NOONMATI | KAMRUP METRO | ASSAM | 781020 | ₹34.1 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILL P O HOJAI P S DIST HOJAI PIN 782435 | HOJAI | HOJAI | ASSAM | 782435 | - | - | Rejected-Technical Not Admitted. Refer to Technical minutes. |
| Sl No | Description | Qty | Unit | SMTI MALLIKA DAS L3 | Bailung Brothers L1 | PRABIN DAS L2 |
|---|---|---|---|---|---|---|
| 1.00… | ||||||
| 1.01 | Earth work in excavation of foundation for structures as per drawing & technical specification with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 875.33 | Cum | 144.59 ₹1.3 L | 201 ₹1.8 L | 144.59 ₹1.3 L |
| 1.02 | Plaincementconcrete1:3:6normalmixinfoundationwithcrushedstoneaggregate40mmnormalsizemechanicallymixed,placedinfoundation and compacted by vibration including curing for 14 days. | 10.34 | Cum | 6,565.23 ₹67,884.48 | 5,580.44 ₹57,701.75 | 6,565.23 ₹67,884.48 |
| 1.03 | RCC Works in sub structure complete as per drawing & technical specification and steel shuttering form work. Plain Cement ConcreteExcavation for Structure RCC Grade M20 (a) Height upto 5.00m(Reinforcement to be paid separately) | 98.88 | Cum | 8,593.74 ₹8.5 L | 7,304.67 ₹7.2 L | 8,593.74 ₹8.5 L |
| 1.04 | Supplying, fitting & placing TMT bar reinforcement in substructure complete as per drawing & technical specifications.With TATA make TMT CRS (Fe500 grade) rebar | 59.33 | Qtl | 6,868.09 ₹4.1 L | 5,837.87 ₹3.5 L | 6,868.09 ₹4.1 L |
| 1.05 | Plastering with cement mortar (1:3)on R.C.C. works as per technical specifications. | 364.39 | sqm | 75.89 ₹27,653.56 | 64.5 ₹23,503.16 | 75.89 ₹27,653.56 |
| 1.06 | 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 compact to a firm condition complete as per drawing and specification. | 52.44 | cum | 2,158.18 ₹1.1 L | 1,834.45 ₹96,198.56 | 2,158.18 ₹1.1 L |
| 1.07 | Earthwork in filling in and around the structure | 167.27 | cum | 107.22 ₹17,934.69 | 91.13 ₹15,243.32 | 107.22 ₹17,934.69 |
| 1.08 | Earthwork in guide bund | 223.75 | cum | 271.92 ₹60,842.10 | 231.13 ₹51,715.34 | 271.92 ₹60,842.10 |
| 1.09 | Boulder Apron | 42.75 | cum | 1,959.69 ₹83,776.75 | 1,665.73 ₹71,209.96 | 1,959.69 ₹83,776.75 |
Tender Value
₹34.8 L
EMD Value
₹69,668
Closing Date
28 Jan 2026, 2:00 pmClosed
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
Integrated Land Reclamation and Water Harvesting Structure at Nabhanga Village Jugi Nala No 1 under RIDF-XXXI
2026_SCD_49976_6
Tender/NIT/Pt-I/2025-26/5924
Open Tender
Civil Works
120 days
Nagaon Soil Conservation Division
Please refer Tender documents.
3 documents required · 3 mandatory
₹700
₹69,668
Yes
O/o The DSC, Assam
21 Feb 2026
6 Jan 2026
28 Jan 2026
9 Jan 2026
28 Jan 2026
16 Jan 2026
12 Jan 2026
Earth work in excavation of foundation for structures as per drawing & technical specification with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
Plaincementconcrete1:3:6normalmixinfoundationwithcrushedstoneaggregate40mmnormalsizemechanicallymixed,placedinfoundation and compacted by vibration including curing for 14 days.
RCC Works in sub structure complete as per drawing & technical specification and steel shuttering form work. Plain Cement ConcreteExcavation for Structure RCC Grade M20 (a) Height upto 5.00m(Reinforcement to be paid separately)
Supplying, fitting & placing TMT bar reinforcement in substructure complete as per drawing & technical specifications.With TATA make TMT CRS (Fe500 grade) rebar
Plastering with cement mortar (1:3)on R.C.C. works as per technical specifications.
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 compact to a firm condition complete as per drawing and specification.
Earthwork in filling in and around the structure
Earthwork in guide bund
Boulder Apron
Weep Holes
RCC Sign Board
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 as per Technical Specification
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