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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.1 CrAccepted-AOC J HOUSE B 103 SOUTH CITY 1 SECT 30 NEAR SIGNATURE TOWN GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹34.1 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹34.2 Cr+₹3.8 L (0.11%)Rejected-Finance BHAGA BAZAR DHOLAI P O BHAGA BAZAR P S DHOLAI DIST CACHAR PIN 788120 | CACHAR | ASSAM | 788120 | ₹34.2 Cr+₹3.8 L (0.11%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | DEBOJIT DEB L2 | J INFRATECH LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling refilling, compaction compaction of backfilling backfilling and stacking stacking of serviceable serviceable material material by manual means with all lifts as per Technical Specification Clause 201.
B Lead upto 1000 m
v Girth above 2700 mm to 4500 mm | 5 | each | 3,600 ₹18,000 Lowest | 4,340 ₹21,700 |
| 2.00 | Dismantling of Structures
Dismantling Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. | 2,563.37 | cum | 450 ₹11,53,516.5 Lowest | 529 ₹13,56,022.73 |
| 3.00 | Scarifying the existing bituminous road surface to a depth of 150mm and disposalofscarified material with a lift upto 3.0 m and lead upto1000m as per Technical Specification Clause 301.4. | 13,280.75 | Sqm | 8 ₹1,06,246 Lowest | 9 ₹1,19,526.75 |
| 4.00 | Excavation in Ordinary Soil
(i) Excavation in Cutting in Soil by manual means with lead upto 50 m
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 | 18,373.98 | cum | 140 ₹25,72,357.2 Lowest | 168 ₹30,86,828.64 |
| 5.00 | Extra lead for Disposal of Excavated Earth (5 Km) | 18,373.98 | Cum/Km | 17 ₹3,12,357.66 Lowest | 20 ₹3,67,479.6 |
| 6.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(ii) Govt. land
Subgrade for Widening portion | 10,040.43 | cum | 340 ₹34,13,746.2 Lowest | 415 ₹41,66,778.45 |
| 7.00 | Extra lead beyond the initial lead of 3.0 Km (10-3=7Km) | 10,040.43 | Cum/Km | 17 ₹1,70,687.31 Lowest | 20.5 ₹2,05,828.82 |
| 8.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.
II) For Grading II Material | 4,016.17 | cum | 2,900 ₹1,16,46,893 Lowest | 3,502 ₹1,40,64,627.34 |
| 9.00 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the
desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 7,000.03 | cum | 3,700 ₹2,59,00,111 Lowest | 4,507 ₹3,15,49,135.21 |
| 10.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
(Provided only on Widening Portion) | 35,919.38 | Sqm | 40 ₹14,36,775.2 Lowest | 48 ₹17,24,130.24 |
Tender Value
₹34.1 Cr
EMD Value
₹68.3 L
Closing Date
4 Dec 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
SOPD_G_25_26_33 Widening of Road from Birbal Bazar to Silchar Medical College point of Existing 2 lane to 4 lane (Silchar-Hailakandi Road Ch 2520.00 to Ch 4450.00) under SOPD-G for the year 2025-26.
2025_PWD_48926_1
CE/DEV/TB/120/2025-26/27 Dtd- 25.11.2025
Open Tender
Civil Works – Roads
Item Rate
540 days
Silchar
Please refer Tender Documents
5 documents required · 5 mandatory
₹20,000
₹68.3 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
23 Jun 2026
28 Nov 2025
4 Dec 2025
28 Nov 2025
4 Dec 2025
1 Dec 2025
28 Nov 2025 - 4 Dec 2025
29 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling refilling, compaction compaction of backfilling backfilling and stacking stacking of serviceable serviceable material material by manual means with all lifts as per Technical Specification Clause 201.
B Lead upto 1000 m
v Girth above 2700 mm to 4500 mm | - | each | 3,551.7 | - |
| 2 | Dismantling of Structures
Dismantling Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. | 1 | cum | 432.34 | ₹431.91 |
| 3 | Scarifying the existing bituminous road surface to a depth of 150mm and disposalofscarified material with a lift upto 3.0 m and lead upto1000m as per Technical Specification Clause 301.4. | - | Sqm | 7.35 | - |
| 4 | Excavation in Ordinary Soil
(i) Excavation in Cutting in Soil by manual means with lead upto 50 m
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 | 1 | cum | 137.3 | ₹137.16 |
| 5 | Extra lead for Disposal of Excavated Earth (5 Km) | 1 | Cum/Km | 16.84 | ₹16.82 |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(ii) Govt. land
Subgrade for Widening portion | - | cum | 339.68 | - |
| 7 | Extra lead beyond the initial lead of 3.0 Km (10-3=7Km) | - | Cum/Km | 16.84 | - |
| 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401.
II) For Grading II Material | - | cum | 2,865.87 | - |
| 9 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the
desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 1 | cum | 3,688.31 | ₹3,684.62 |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
(Provided only on Widening Portion) | 1 | Sqm | 39.78 | ₹39.74 |
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