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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85 LAdmitted-Finance C O NEPAL DEBNATH SANTINAGAR W NO 3 P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM | KOKRAJHAR | KOKRAJHAR | ASSAM | L1 | Admitted-Finance | |
| 2 | L2₹85.0 L+₹3,800 (0.04%)Admitted-Finance S O SRI MALIN CHANDRA UZIR VILL HATIMATA W NO 8 P O P S KOKRAJHAR DIST CHIRANG BTC ASSAM | KOKRAJHAR | CHIRANG | ASSAM | L2 | Admitted-Finance | |
| 3 | L3₹85.1 L+₹10,790 (0.13%)Admitted-Finance S O LT MANINDRA BASUMATARY VILL P O BANARGAON P S DOTMA DIST KOKRAJHAR BTC ASSAM | BANARGAON | KOKRAJHAR | ASSAM | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DHANANJAY BASUMATARY L3 | NANDA SEKHAR UZIR L2 | BISWAJIT DEBNATH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting, wild vegetation, grass, bushes, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
(i) By Manual Means
(a) In area of non thorny jungle. | 0.1 | Hect. | 52,995.08 ₹5,299.51 Lowest | 52,995.08 ₹5,299.51 Lowest | 52,995.08 ₹5,299.51 Lowest |
| 2.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
iv. 800mm x 600mm rectangular | 1 | Each | 7,534.86 ₹7,534.86 Lowest | 7,534.86 ₹7,534.86 Lowest | 7,537.64 ₹7,537.64 |
| 3.00 | Construction of RCC Drain, Size-1.20m x 1.00m
Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
V) Marshy soil
(i) Upto 3.00m Depth | 1,330 | Cum | 589.3 ₹7,83,769 | 586.3 ₹7,79,779 | 585.3 ₹7,78,449 Lowest |
| 4.00 | Providing brick soling in foundation and under floor at all levels with stone/best quality picked jhama bricks, sand pack and laid to levels and in panels after preparing the sub grade as directed including all labour and materials complete. | 700 | Sqm | 416.64 ₹2,91,648 Lowest | 416.64 ₹2,91,648 Lowest | 416.64 ₹2,91,648 Lowest |
| 5.00 | Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
I. Sand filling | 140 | Cum | 1,644.26 ₹2,30,196.4 Lowest | 1,644.26 ₹2,30,196.4 Lowest | 1,644.26 ₹2,30,196.4 Lowest |
| 6.00 | Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specifications clause 1109.
A. With Crushed Stone
I. PCC grade M10
Nominal mix 1:3:6. | 105 | Cum | 6,036.57 ₹6,33,839.85 Lowest | 6,036.57 ₹6,33,839.85 Lowest | 6,036.57 ₹6,33,839.85 Lowest |
| 7.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
A. With crushed stone
V. R.C.C. Grade M25 | 430 | Cum | 7,538.57 ₹32,41,585.1 Lowest | 7,538.57 ₹32,41,585.1 Lowest | 7,538.57 ₹32,41,585.1 Lowest |
| 8.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal Steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202. | 43.2 | Mt | 63,701.65 ₹27,52,038.68 Lowest | 63,701.65 ₹27,52,038.68 Lowest | 63,702.28 ₹27,52,065.9 |
| 9.00 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 709, 1204.3.7 | 500 | Nos | 145.51 ₹72,755 | 139.51 ₹69,755 | 134.51 ₹67,255 Lowest |
| 10.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.
II) Sandy material | 270 | Cum | 1,822.68 ₹4,92,123.6 Lowest | 1,822.68 ₹4,92,123.6 Lowest | 1,822.68 ₹4,92,123.6 Lowest |
Tender Value
₹85 L
EMD Value
₹1.7 L
Closing Date
7 Feb 2026, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Construction of Dotma Bazar both side RCC Cover Drain (both side-250.00 RM) at Dotma under Borshijhora VCDC under IBA (Infrastructure Development Project) for the year 2025-26 of District Kokrajhar, 8 No. Dotma (ST) BTCLA.
2026_BoTC_50241_1
SE(R/B)/20-21/Pt-III/27
Open Tender
Civil Works – Roads
Item Rate
180 days
Kokrajhar district
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,700
₹1.7 L
Yes
26 Oct 2026
14 Jan 2026
7 Feb 2026
14 Jan 2026
7 Feb 2026
16 Jan 2026
16 Jan 2026 - 28 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting, wild vegetation, grass, bushes, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
(i) By Manual Means
(a) In area of non thorny jungle. | 0.1 | Hect. | - | - |
| 2 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
iv. 800mm x 600mm rectangular | 1 | Each | - | - |
| 3 | Construction of RCC Drain, Size-1.20m x 1.00m
Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
V) Marshy soil
(i) Upto 3.00m Depth | 1,330 | Cum | - | - |
| 4 | Providing brick soling in foundation and under floor at all levels with stone/best quality picked jhama bricks, sand pack and laid to levels and in panels after preparing the sub grade as directed including all labour and materials complete. | 700 | Sqm | - | - |
| 5 | Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
I. Sand filling | 140 | Cum | - | - |
| 6 | Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specifications clause 1109.
A. With Crushed Stone
I. PCC grade M10
Nominal mix 1:3:6. | 105 | Cum | - | - |
| 7 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
A. With crushed stone
V. R.C.C. Grade M25 | 430 | Cum | - | - |
| 8 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal Steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202. | 43.2 | Mt | - | - |
| 9 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 709, 1204.3.7 | 500 | Nos | - | - |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.
II) Sandy material | 270 | Cum | - | - |
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