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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.7 LRejected-AOC | ₹4.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹4.8 LRejected-AOC | ₹4.8 L | L3 | Rejected-AOC L3 |
| 4 | L4₹5.0 LRejected-AOC | ₹5.0 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | UDYAMIN ENTERPRISES L4 | ORBIT ENGINEERING WORKS L3 | RAJIV L2 | JEEWAN SINGH THAKUR L1 |
|---|---|---|---|---|---|---|---|
| 1.00R&R work of construction of breast /Retaining wall at Tower no. 56 of 400KV Dehar-Panchkula Tx. line. | |||||||
| 1.01 | Earth work in excavation in foundations trenches etc. in all kinds ofsoil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. Pb-CSR-Ref.-6.6- Zone-B-L/R. | 6.18 | cum | 425 ₹2,626.50 | 235 ₹1,452.30 | 215 ₹1,328.70 | 210 ₹1,297.80 |
| 1.02 | Random rubble masonry or polygonal rubble masonry (Kentish Rag) or random or polygonal rubble built to courses in foundations and plinth in cement mortar 1:6 including carriage. Pb-CSR-Ref.-12.30-Zone-B-T/R & AOR. | 36.93 | cum | 9,500 ₹3.5 L | 5,800 ₹2.1 L | 5,600 ₹2.1 L | 5,550 ₹2.0 L |
| 1.03 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Pb-CSR-Ref.-21.35- Zone-B-T/R. | 28 | mtr | 500 ₹14,000 | 290 ₹8,120 | 275 ₹7,700 | 265 ₹7,420 |
| 1.04 | Earth filling: Earth work (inclusive of compensation for earth) in excavation in ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering ad consolidating with carriage. AOR | 402.57 | cum | 290 ₹1.2 L | 620 ₹2.5 L | 600 ₹2.4 L | 590 ₹2.4 L |
| 1.05 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical
Specification. (A) Granular material. Pb-CSR-Ref.-21.36(A)- Zone-B-T/R. | 5.53 | cum | 2,800 ₹15,484 | 1,675 ₹9,262.75 | 1,650 ₹9,124.50 | 1,600 ₹8,848 |
Tender Value
₹4.8 L
Closing Date
11 Feb 2026, 4:00 pmClosed
Er. Surinder Singh Mittal,Addl. S.E.
Addl. S.E., O and M Divn., BBMB, Dhulkote
R and R work of construction of breast /Retaining wall at Tower no. 56 of 400KV Dehar-Panchkula Tx. line.
2026_BBMB_264501_1
E-NIT-03/2025-26 dated 28.01.2026
Open Tender
Civil Works
30 days
Near Bilaspur, Himachal Pradesh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
27 Feb 2026
28 Jan 2026
12 Feb 2026
28 Jan 2026
11 Feb 2026
28 Jan 2026
R&R work of construction of breast /Retaining wall at Tower no. 56 of 400KV Dehar-Panchkula Tx. line.
Earth work in excavation in foundations trenches etc. in all kinds ofsoil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. Pb-CSR-Ref.-6.6- Zone-B-L/R.
Random rubble masonry or polygonal rubble masonry (Kentish Rag) or random or polygonal rubble built to courses in foundations and plinth in cement mortar 1:6 including carriage. Pb-CSR-Ref.-12.30-Zone-B-T/R & AOR.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Pb-CSR-Ref.-21.35- Zone-B-T/R.
Earth filling: Earth work (inclusive of compensation for earth) in excavation in ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering ad consolidating with carriage. AOR
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. (A) Granular material. Pb-CSR-Ref.-21.36(A)- Zone-B-T/R.
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