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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC work is allotted to L1 bidder |
| 2 | L2₹2.0 Cr+₹1.7 L (0.87%)Rejected-Finance | ₹2.0 Cr+₹1.7 L (0.87%) | L2 | Rejected-Finance work is allotted to L1 bidder |
| Sl No | Description | Qty | Unit | Dharmajyoti Bordoloi L2 | GAUTAM DAS L1 |
|---|---|---|---|---|---|
| 1.00Road Works | |||||
| 2.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil,Upto 3 m depth | 27,093.75 | CUM | 128.97 ₹34,94,280.94 | 127.69 ₹34,59,600.94 Lowest |
| 3.00 | 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.
(i) By manual means.
(a) In area of non thorny jungle 2 x 1.55 x 6280 | 1.93 | Hect. | 53,497.46 ₹1,03,250.1 | 53,008.6 ₹1,02,306.6 Lowest |
| 4.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11 | 12,316.5 | CUM | 68.48 ₹8,43,433.92 | 67.8 ₹8,35,058.7 Lowest |
| 5.00 | Tree Plantation Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 160 | EACH | 768.33 ₹1,22,932.8 | 760.72 ₹1,21,715.2 Lowest |
| 6.00 | G.I Barbed Wire Fencing 1.2 m high Providing and fixing 1.2m high Gl barbed wire fencing with 1.8m RCC posts 150 mm x 150mm placed every 3m centre-to-centre founded in M15 grade cement concrete, 0.6m below ground level, every 15th post, last but one end post and corner post shall bestrutted on both sides and end post on one side only and provided with 9 horizontal line sand 2 diagonals interwoven with horizontal wires, fixed with Gl staples, turn buckles etc. complete as per Clause 1705. | 893 | RM | 297.54 ₹2,65,703.22 | 294.59 ₹2,63,068.87 Lowest |
| 7.00Construction of 3M span slab culvert | |||||
| 8.00 | Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary Soil
Upto 3 m depth
A. Manual Means
Abutment | 546.6 | CUM | 128.97 ₹70,495 | 127.69 ₹69,795.35 Lowest |
| 9.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Abutment | 55.85 | CUM | 5,644.87 ₹3,15,265.99 | 5,588.98 ₹3,12,144.53 Lowest |
| 10.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A. With Crushed Stone
I) PCC grade M 15
Abutment | 607.9 | CUM | 6,296.55 ₹38,27,672.75 | 6,234.21 ₹37,89,776.26 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
20 Nov 2025, 2:00 pmClosed
S.E. PWRD Morigaon Road Circle, Morigaon
S.E. PWRD Morigaon Road Circle, Morigaon
Construction and Improvement of Sewerage System around TATA Semiconductor Plant at Jagiroad including Construction of cross drainage to the outlet point at Taranga Beel, including Routine Maintenance for 1 year.
2025_PWD_48321_1
SE/MRC/TB/NIT/01/2023-24/74
Open Tender
Civil Works – Roads
Item Rate
120 days
Jagiroad
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,960
Yes
₹4.0 L
Yes
5 Dec 2025
31 Oct 2025
21 Nov 2025
31 Oct 2025
20 Nov 2025
31 Oct 2025
Amount
Road Works
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil,Upto 3 m depth
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. (i) By manual means. (a) In area of non thorny jungle 2 x 1.55 x 6280
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11
Tree Plantation Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
G.I Barbed Wire Fencing 1.2 m high Providing and fixing 1.2m high Gl barbed wire fencing with 1.8m RCC posts 150 mm x 150mm placed every 3m centre-to-centre founded in M15 grade cement concrete, 0.6m below ground level, every 15th post, last but one end post and corner post shall bestrutted on both sides and end post on one side only and provided with 9 horizontal line sand 2 diagonals interwoven with horizontal wires, fixed with Gl staples, turn buckles etc. complete as per Clause 1705.
Construction of 3M span slab culvert
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil Upto 3 m depth A. Manual Means Abutment
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Abutment
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With Crushed Stone I) PCC grade M 15 Abutment
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 with natural gravel. (iii)RCC Grade M20 , Nominal Mix For height upto 5 m Abutment Cap Dirt wall
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 with crushed stone. (i)RCC Grade M25 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 substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Surface Reinforcements
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From 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
Drainage spouts complete as per drawing and technical specifications Clause 1209
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
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (A) With crushed stone
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 B) Sandy material
Construction of 5M span slab culvert
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil Upto 3 m depth A. Manual Means Abutment
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Abutment
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With Crushed Stone I) PCC grade M 15 Abutment
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 with natural gravel. (iii)RCC Grade M20 , Nominal Mix For height upto 5 m Abutment Cap Dirt wall
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 with crushed stone. (i)RCC Grade M25 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 substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Surface Reinforcements
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From 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
Drainage spouts complete as per drawing and technical specifications Clause 1209
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
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (A) With crushed stone
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 B) Sandy material
Maintenance Work
Maintenance of excavated natural drain (1st Term- "For a period of 6 months since the date of completion of project")
Maintenance of excavated natural drain(2nd Term- "For a period of 6 months since the date of completion of 1st Term")
Dharmajyoti Bordoloi (BID ID -286448)
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