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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC | ₹40.0 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹40.0 LRejected-Finance LAMA BORGORAH HOUSE NO 230 CITY TOWN SILAPATHAR PO SIMENMUKH PS SILAPATHAR DIST DHEMAJI PIN 787059 | DHEMAJI | ASSAM | 787059 | ₹40.0 L | L2 | Rejected-Finance Refer to Financial minutes. |
| 3 | L3₹40 LRejected-Finance | ₹40 L | L3 | Rejected-Finance Refer to Financial minutes. |
| Sl No | Description | Qty | Unit | SATYENDRA BORAH L2 | GHANASHYAM KUTUM L1 | Sagar Prasad Dihingia L3 |
|---|---|---|---|---|---|---|
| 1.00Part - A | ||||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.03 | Ha | 55,750 ₹1,895.50 | 55,808.98 ₹1,897.51 | 55,808.98 ₹1,897.51 |
| 1.02 | Earth work excavation
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 508.01 | Cum | 144.59 ₹73,452.88 | 144.59 ₹73,452.88 | 144.59 ₹73,452.88 |
| 1.03 | Plain Cement Concrete
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 i) Nominal mix (1:2.5:5) | 6.71 | Cum | 6,565.23 ₹44,039.56 | 6,565.23 ₹44,039.56 | 6,565.23 ₹44,039.56 |
| 1.04 | RCC work in sub structure
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II R.C.C grade M 25
a) Height upto 5M | 68.78 | Cum | 9,138.66 ₹6.3 L | 9,138.66 ₹6.3 L | 9,138.66 ₹6.3 L |
| 1.05 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 41.27 | Qntl. | 6,868.09 ₹2.8 L | 6,868.09 ₹2.8 L | 6,868.09 ₹2.8 L |
| 1.06 | Plastering with cement mortar (1:3) on RCC works as per technical specifications. | 258.36 | Cum | 154.19 ₹39,836.53 | 154.19 ₹39,836.53 | 154.19 ₹39,836.53 |
| 1.07 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 24.48 | cum | 2,158.18 ₹52,832.25 | 2,158.18 ₹52,832.25 | 2,158.18 ₹52,832.25 |
| 1.08 | Earthwork in filling in the guide bund by head load up to lead of 60m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10kg and falling from height of not less than 90cm and sprinkling with water if necessary. earth is to collected after removing the 1st 20cm of top soil and should be free from grass, shrubs and other foreign matter and rate will be including payment of land compensation. | 138.92 | cum | 107.22 ₹14,895 | 107.22 ₹14,895 | 107.22 ₹14,895 |
| 1.09 | iii) In Periphery bund
Construction of Embankment with Material Obtained from Borrow Pits | 1,456.16 | Cum | 271.92 ₹4.0 L | 271.92 ₹4.0 L | 271.92 ₹4.0 L |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
14 Oct 2025, 2:00 pmClosed
Director of Soil Conservation
O/o The DSC, Bhumi sangrakshan bhanvan, RGB Road, Guwahati -05
Soil Water Conservation Project cum Water Distribution Project at Udaipur (Jonai) under SOPD-G 2025-26
2025_SCD_47668_1
Tender/NIT/Pt-I/2025-26/4034
Open Tender
Civil Works
120 days
Udaipur, Jonai
Please refer Tender documents.
3 documents required · 3 mandatory
₹800
₹80,000
Yes
O/o The DSC, Assam
24 Dec 2025
24 Sept 2025
15 Oct 2025
25 Sept 2025
14 Oct 2025
8 Oct 2025
3 Oct 2025
Amount
Part - A
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Earth work excavation Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)
Plain Cement Concrete Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 i) Nominal mix (1:2.5:5)
RCC work in sub structure Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II R.C.C grade M 25 a) Height upto 5M
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Plastering with cement mortar (1:3) on RCC works as per technical specifications.
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Earthwork in filling in the guide bund by head load up to lead of 60m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10kg and falling from height of not less than 90cm and sprinkling with water if necessary. earth is to collected after removing the 1st 20cm of top soil and should be free from grass, shrubs and other foreign matter and rate will be including payment of land compensation.
iii) In Periphery bund Construction of Embankment with Material Obtained from Borrow Pits
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
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
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Construction of diversion channel
Earthwork in filling the diversion channel Earthwork in filling in the guide bund by head load up to lead of 60m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10kg and falling from height of not less than 90cm and sprinkling with water if necessary. earth is to collected after removing the 1st 20cm of top soil and should be free from grass, shrubs and other foreign matter and rate will be including payment of land compensation.
Cost of haulage & loading and unloading of Man size Boulder in Project site.
Providing RCC Signboard
Part - B
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Earth work excavation Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)
Plain Cement Concrete Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 i) Nominal mix (1:2.5:5)
RCC work in sub structure Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II R.C.C grade M 25 a) Height upto 5M
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Plastering with cement mortar (1:3) on RCC works as per technical specifications.
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Earthwork in filling in the guide bund by head load up to lead of 60m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10kg and falling from height of not less than 90cm and sprinkling with water if necessary. earth is to collected after removing the 1st 20cm of top soil and should be free from grass, shrubs and other foreign matter and rate will be including payment of land compensation.
i) In Periphery bund Construction of Embankment with Material Obtained from Borrow Pits
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
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
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Construction of diversion channel
Earthwork in filling the diversion channel Earthwork in filling in the guide bund by head load up to lead of 60m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10kg and falling from height of not less than 90cm and sprinkling with water if necessary. earth is to collected after removing the 1st 20cm of top soil and should be free from grass, shrubs and other foreign matter and rate will be including payment of land compensation.
Construction of Boulder Revetment Earth work excavation Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)
Providing & laying Boulder Apron
Cost of haulage & loading and unloading of boulder…..
Part - C
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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.
SATYENDRA BORAH (BID ID -284098)
Sagar Prasad Dihingia (BID ID -284157)
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