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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC VILL GOBINDAPUR P O GOBINDAPUR P S GOALPARA DIST GOALPARA PIN 783101 | GOALPARA | GOALPARA | ASSAM | 783101 | ₹24.3 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹24.3 LRejected-Finance ASSAM AS | KARIMGANJ | ASSAM | 788152 | ₹24.3 L | L2 | Rejected-Finance Refer to Financial minutes. |
| Sl No | Description | Qty | Unit | HEMANTA KUMAR MAHANTA L2 | Sabir Ibrahim Ali L1 |
|---|---|---|---|---|---|
| 1.00RCC Check Dam | |||||
| 1.01 | Preparation of site, removal of mud and cleaning the jungle etc. | 0.01 | Ha. | 55,808.62 ₹669.70 | 55,808.62 ₹669.70 |
| 1.02 | Construction of diversion channel to divert the flow of water in upstream of the proposed structure. | 135 | M3 | 192.78 ₹26,025.30 | 192.78 ₹26,025.30 |
| 1.03 | Earth work in filling in the guide bund for coffer dam by head load up to a lead of 60 m with approved quality all leads and lifts ramming etc. | 109.38 | M3 | 271.92 ₹29,741.25 | 271.92 ₹29,741.25 |
| 1.04 | Earth work in excavation of foundation trances of structure including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling (Above GBL). | 102.27 | M3 | 145.18 ₹14,847.56 | 145.18 ₹14,847.56 |
| 1.05 | Earth work in excavation of foundation trances of structure including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling (Below GBL). | 70.7 | M3 | 159.46 ₹11,273.50 | 159.46 ₹11,273.50 |
| 1.06 | P.C.C. work in proportion 1:3:6 mix with crushed stone agg. 40 mm. nominal size mechanically mixed placed in foundation and completed by vibration including curing etc. | 7.82 | M3 | 6,357.1 ₹49,680.74 | 6,357.1 ₹49,680.74 |
| 1.07 | Plain/Reinforced cement concrete, in sub structure and steel shuttering framework, curing. RCC Grade M20, Height upto 5m using concrete mixture. | 82.86 | M3 | 7,877.8 ₹6.5 L | 7,877.8 ₹6.5 L |
| 1.08 | TMT Bar reinforcement in sub structure. TMT-IS 1786 (Fe-500D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent). | 49.72 | Qtl | 6,768.72 ₹3.4 L | 6,768.72 ₹3.4 L |
| 1.09 | Plastering with cement mortar (1:3) on brick work in sub structure. | 317.48 | M3 | 152.32 ₹48,358.86 | 152.32 ₹48,358.86 |
Tender Value
₹24.3 L
EMD Value
₹48,600
Closing Date
28 Jan 2026, 2:00 pmClosed
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
Construction of R.C.C. Check Dam at Dhabanipara, Goalpara under SOPD-G
2026_SCD_50283_2
NIT/Pt_I/2025-26/6079
Open Tender
Civil Works
60 days
Dhabanipara
Please refer Tender documents.
3 documents required · 3 mandatory
₹490
₹48,600
Yes
13 Mar 2026
16 Jan 2026
28 Jan 2026
19 Jan 2026
28 Jan 2026
20 Jan 2026
RCC Check Dam
Preparation of site, removal of mud and cleaning the jungle etc.
Construction of diversion channel to divert the flow of water in upstream of the proposed structure.
Earth work in filling in the guide bund for coffer dam by head load up to a lead of 60 m with approved quality all leads and lifts ramming etc.
Earth work in excavation of foundation trances of structure including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling (Above GBL).
Earth work in excavation of foundation trances of structure including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling (Below GBL).
P.C.C. work in proportion 1:3:6 mix with crushed stone agg. 40 mm. nominal size mechanically mixed placed in foundation and completed by vibration including curing etc.
Plain/Reinforced cement concrete, in sub structure and steel shuttering framework, curing. RCC Grade M20, Height upto 5m using concrete mixture.
TMT Bar reinforcement in sub structure. TMT-IS 1786 (Fe-500D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent).
Plastering with cement mortar (1:3) on brick work in sub structure.
Filter media with granular material/stone crushed aggregates of a thickness of not less than 600 mm with smaller size toward the soil and bigger size toward the Head wall and provided over the entire surface behind Head wall to the full height compact to a firm condition etc.
Earth work by head load in filling embankment in layers not exceeding 20cm thick including breaking clods, dressing and sectioning, cambering and ramming.
Turfing with sods.
GI Pipe 50mm dia. for use of railing for foot bridge.
Boulder apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each.
E/W in excavation of foundation tranches for boulder revetment.
Boulder apron laid in wire crates made with 4 mm dia. GI wire including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg. each etc.
Periphery bund along the stream with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting.
Hand tube well
RCC Signboard
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