Progress
RABhakra Beas Management Board invites bids for Civil-1, Civil-2, Civil-3, Civil-4, Civil-5, Civil-6, Civil-7, Civil-8, Civil-9, Civil-10, Tower-1, Tower-2, Tower-3, Tower-4, Tower-5, Tower-6, Tower-7, Tower-8, Tower-9, Tower-10, Tower-11, Tower-12, Tower-13, Tower-14, Tower-15, Tower-16, Tower-17, Tower-18, Tower-19, Tower-20, OPGW-1, OPGW-2, OPGW-3, OPGW-4, OPGW- 5, Labour-1, Labour-2 in AMBALA, HARYANA. Quantity: 6139. Submission Deadline: 17-07-2026 16: 00: 00. Submit your proposal before the deadline.
Start
28-Oct-2026, 5:00 pm
End
30-Oct-2026, 5:00 pm
Duration: 48 hours
Reverse Auction Document
✅ RA concluded. Check financial results for final rankings.
Quantity
6139
Category
Tower-1
Bid Type
Two Packet Bid
Bid Validity
180 (Days)
Bid Type
Service
Evaluation
Total value wise evaluation
Inspection Required
No
RA Qualification Rule
H1-Highest Priced Bid Elimination
Tech Clarification Time
3 Days
EMD Required
No
MSE Purchase Preference
Yes
MSE Preference Band
L1+15%
Startup Exemption/Relaxation
No
Bid Splitting Applied
No
Min. Avg. Annual Turnover
112
Past Performance
80 %
Experience Required
3 Year (s)
Arbitration Clause
No
Mediation Clause
No
Tender Category
Goods
Bid To RA
No
Bid To RA Enabled
Yes
Item Category
Civil-1 , Civil-2 , Civil-3 , Civil-4 , Civil-5 , Civil-6 , Civil-7 , Civil-8 , Civil-9 , Civil-10 , Tower-1 , Tower-2 , Tower-3 , Tower-4 , Tower-5 , Tower-6 , Tower-7 , Tower-8 , Tower-9 , Tower-10 , Tower-11 , Tower-12 , Tower-13 , Tower-14 , Tower-15 , Tower-16 , Tower-17 , Tower-18 , Tower-19 , Tower-20 , OPGW-1 , OPGW-2 , OPGW-3 , OPGW-4 , OPGW- 5 , Labour-1 , Labour-2
Max Delivery Days
150
Delivery Locations
1
Delivery Cities
Ambala
Delivery Pincodes
134007
| Consignee | Address | City | State | Pincode | Quantity | Delivery Days | Additional Requirement |
|---|---|---|---|---|---|---|---|
| Ravinder xen400kvtldkt | 134007,400 KV T/L Division, BBMB, Dhulkote, Ambala City. | Ambala | Haryana | 134007 | 1856 | 150 | - |
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Main Document
BOQ
BOQ
OTHER
GEM_GENERAL_TERMS_AND_CONDITIONS
Civil-1
Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around a For ordinary gravel soil involving pick work L_R Ref no 6.7a of Pb CSR2020
Civil-2
Cement concrete 1_4_8 With stone aggregate 40mm gauge ii mixing by mechanical means using concrete mixer volumetric typeT_R Ref no. 10.11 b ii of Pb CSR 2020
Civil-3
Fixing, Leveling , Centering, Alignment and setting of stubs complete in all respect satisfaction of Engineer in Charge (Lumsum) N/S Item
Civil-4
Cold Twisted Deformed Ribbed_Tor steel Bar Bars Fe 500 grade as per IS _1786_2008 for RCC works, where not included in the complete rate of RCC including bending and placing in position in complete T_R Ref no. 18.18 of Pb CSR2020
Civil-5
Shuttering for Faces of concrete foundations and foundation beam and plinth beam (vertical or battering) Ref no. 9.1 of Pb CSR2020
Civil-6
Centering and shuttering for columns (Square or rectangular or polygonal in plain) Ref no. 9.4 of Pb CSR2020
Civil-7
Reinforced cement concrete M_20 mechanically batch mixed using batch type concrete mixer as by IS_1791 and vibrated by needle vibrate but excluding steel reinforcement centring and shuttering in foundation and plinth. Ref no. 10.15 of Pb CSR2020
Civil-8
Extra for pumping charges of Batch Mix Concrete _Ready mix conrete work RMC Ref Pb CSR 2020 item no. 10.46
Civil-9
Extra for using admixture in designed mix concrete Ref Pb CSR 2020 item no. 10.50
Civil-10
Extra for carriage of RMC_batch mixed concrete with transit mixture beyond 1st km Ref Pb CSR 2020 item no. 10.47
Tower-1
Design , testing, fabrication, Supply, Erection, Foundation of 220 KV Monpole PD 30 degree_60 degree BXA_32M , M60_3000LG 8.8 GRADE Bolts with all parts like cross arms, bolts and nuts, step bolts, U bolts, D shackles etc Complete in all respect
Tower-2
CPRI Vetting Charges of Monopoles
Tower-3
Supply of Stubs of 220KV M/C Tower type NMD KRR Design (Weight 1901.28KG HT and 720KG MS including GI Nuts and Bolts weight 39.36 Kg )
Tower-4
Supply of Tower Body of 220KV M/C Tower type NMD+0 mtr. Extn. KRR Design (Weight 16094.64 KG HT and 8678.83 KG MS ncluding GI Nuts and Bolts weight 1111.15 Kg)
Tower-5
Supply of Tower Body including Extension of 220KV M/C Tower type NMD+3 mtr. Extn. KRR Design (Weight 17774.9 KG HT and 9697.23 KG MS ncluding GI Nuts and Bolts weight 1250.18 Kg)
Tower-6
Supply of Stub Template suitaible for 220KV M/C Tower type NMD+3 mtr. Extn. KRR Design (Weight 1230.92 KG MS ncluding GI Nuts and Bolts weight 49.16 Kg)
Tower-7
Earthing Arrangement of Towers Complete in all respect
Tower-8
Danger Plate
Tower-9
Number plate
Tower-10
Phase Plate set of 3
Tower-11
Anti climbing Device (ACD) with concertrina wire
Tower-12
ACSR Conductor Zebra 0.4 sq inch (Copper Eq.)
Tower-13
220KV 160KN Polymer string insulator
Tower-14
Double Tension Hardware fittings for ACSR Zebra Conductor including Arcing Horns complete in all respect
Tower-15
Straight Joint for ACSR Zebra 0.4 sq. inch (Copper Eq.)
Tower-16
Vibration Damper for ACSR Zebra 0.4 sq. inch (Copper Eq.)
Tower-17
Bird Guard
Tower-18
Ladder/Step bolts with washers.
Tower-19
Form Box
Tower-20
Span marker_globules day marking sphere
OPGW-1
24 Fibre(DWSM) OPGW fibre optic cable
OPGW-2
OPGW Tension fitting complete
OPGW-3
OPGW Vibration Damper
OPGW-4
OPGW Joint Box
OPGW-5
OPGW Down Lead Clamp
Labour-1
Erection of towers, stringing and sagging of Conductors, Earth Wire/OPGW Wire and accessories, including tack welding of bolts Complete in all respect
Labour-2
Dismantlement of 02 towers including all necessary items and conductor including transportation of dismantled material from site to BBMB store Panipat.
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Price Trends |
|---|---|---|---|---|---|---|---|
| 1 | Civil-1 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around a For ordinary gravel soil involving pick work L_R Ref no 6.7a of Pb CSR2020 | 1,856 | cum | xen400kvtldkt | 150 | |
| 2 | Civil-2 | Cement concrete 1_4_8 With stone aggregate 40mm gauge ii mixing by mechanical means using concrete mixer volumetric typeT_R Ref no. 10.11 b ii of Pb CSR 2020 | 37 | cum | xen400kvtldkt | 150 | |
| 3 | Civil-3 | Fixing, Leveling , Centering, Alignment and setting of stubs complete in all respect satisfaction of Engineer in Charge (Lumsum) N/S Item | 2 | job | xen400kvtldkt | 150 | |
| 4 | Civil-4 | Cold Twisted Deformed Ribbed_Tor steel Bar Bars Fe 500 grade as per IS _1786_2008 for RCC works, where not included in the complete rate of RCC including bending and placing in position in complete T_R Ref no. 18.18 of Pb CSR2020 | 253 | qtl | xen400kvtldkt | 150 | |
| 5 | Civil-5 | Shuttering for Faces of concrete foundations and foundation beam and plinth beam (vertical or battering) Ref no. 9.1 of Pb CSR2020 | 68 | sqm | xen400kvtldkt | 150 | |
| 6 | Civil-6 | Centering and shuttering for columns (Square or rectangular or polygonal in plain) Ref no. 9.4 of Pb CSR2020 | 135 | sqm | xen400kvtldkt | 150 | |
| 7 | Civil-7 | Reinforced cement concrete M_20 mechanically batch mixed using batch type concrete mixer as by IS_1791 and vibrated by needle vibrate but excluding steel reinforcement centring and shuttering in foundation and plinth. Ref no. 10.15 of Pb CSR2020 | 221 | cum | xen400kvtldkt | 150 | |
| 8 | Civil-8 | Extra for pumping charges of Batch Mix Concrete _Ready mix conrete work RMC Ref Pb CSR 2020 item no. 10.46 | 219 | cum | xen400kvtldkt | 150 | |
| 9 | Civil-9 | Extra for using admixture in designed mix concrete Ref Pb CSR 2020 item no. 10.50 | 219 | cum | xen400kvtldkt | 150 | |
| 10 | Civil-10 | Extra for carriage of RMC_batch mixed concrete with transit mixture beyond 1st km Ref Pb CSR 2020 item no. 10.47 | 219 | cum per km | xen400kvtldkt | 150 | |
| 11 | Tower-1 | Design , testing, fabrication, Supply, Erection, Foundation of 220 KV Monpole PD 30 degree_60 degree BXA_32M , M60_3000LG 8.8 GRADE Bolts with all parts like cross arms, bolts and nuts, step bolts, U bolts, D shackles etc Complete in all respect | 1 | no | xen400kvtldkt | 150 | |
| 12 | Tower-2 | CPRI Vetting Charges of Monopoles | 1 | job | xen400kvtldkt | 150 | |
| 13 | Tower-3 | Supply of Stubs of 220KV M/C Tower type NMD KRR Design (Weight 1901.28KG HT and 720KG MS including GI Nuts and Bolts weight 39.36 Kg ) | 2 | no | xen400kvtldkt | 150 | |
| 14 | Tower-4 | Supply of Tower Body of 220KV M/C Tower type NMD+0 mtr. Extn. KRR Design (Weight 16094.64 KG HT and 8678.83 KG MS ncluding GI Nuts and Bolts weight 1111.15 Kg) | 1 | nos | xen400kvtldkt | 150 | |
| 15 | Tower-5 | Supply of Tower Body including Extension of 220KV M/C Tower type NMD+3 mtr. Extn. KRR Design (Weight 17774.9 KG HT and 9697.23 KG MS ncluding GI Nuts and Bolts weight 1250.18 Kg) | 1 | nos | xen400kvtldkt | 150 | |
| 16 | Tower-6 | Supply of Stub Template suitaible for 220KV M/C Tower type NMD+3 mtr. Extn. KRR Design (Weight 1230.92 KG MS ncluding GI Nuts and Bolts weight 49.16 Kg) | 1 | nos | xen400kvtldkt | 150 | |
| 17 | Tower-7 | Earthing Arrangement of Towers Complete in all respect | 5 | no | xen400kvtldkt | 150 | |
| 18 | Tower-8 | Danger Plate | 3 | no | xen400kvtldkt | 150 | |
| 19 | Tower-9 | Number plate | 3 | nos | xen400kvtldkt | 150 | |
| 20 | Tower-10 | Phase Plate set of 3 | 3 | nos | xen400kvtldkt | 150 | |
| 21 | Tower-11 | Anti climbing Device (ACD) with concertrina wire | 3 | nos | xen400kvtldkt | 150 | |
| 22 | Tower-12 | ACSR Conductor Zebra 0.4 sq inch (Copper Eq.) | 1,400 | mtr | xen400kvtldkt | 150 | |
| 23 | Tower-13 | 220KV 160KN Polymer string insulator | 40 | nos | xen400kvtldkt | 150 | |
| 24 | Tower-14 | Double Tension Hardware fittings for ACSR Zebra Conductor including Arcing Horns complete in all respect | 20 | nos | xen400kvtldkt | 150 | |
| 25 | Tower-15 | Straight Joint for ACSR Zebra 0.4 sq. inch (Copper Eq.) | 6 | nos | xen400kvtldkt | 150 | |
| 26 | Tower-16 | Vibration Damper for ACSR Zebra 0.4 sq. inch (Copper Eq.) | 40 | nos | xen400kvtldkt | 150 | |
| 27 | Tower-17 | Bird Guard | 10 | nos | xen400kvtldkt | 150 | |
| 28 | Tower-18 | Ladder/Step bolts with washers. | 300 | nos | xen400kvtldkt | 150 | |
| 29 | Tower-19 | Form Box | 2 | set | xen400kvtldkt | 150 | |
| 30 | Tower-20 | Span marker_globules day marking sphere | 3 | nos | xen400kvtldkt | 150 | |
| 31 | OPGW-1 | 24 Fibre(DWSM) OPGW fibre optic cable | 1,000 | mtr | xen400kvtldkt | 150 | |
| 32 | OPGW-2 | OPGW Tension fitting complete | 12 | set | xen400kvtldkt | 150 | |
| 33 | OPGW-3 | OPGW Vibration Damper | 24 | no | xen400kvtldkt | 150 | |
| 34 | OPGW-4 | OPGW Joint Box | 3 | no | xen400kvtldkt | 150 | |
| 35 | OPGW-5 | OPGW Down Lead Clamp | 24 | no | xen400kvtldkt | 150 | |
| 36 | Labour-1 | Erection of towers, stringing and sagging of Conductors, Earth Wire/OPGW Wire and accessories, including tack welding of bolts Complete in all respect | 1 | job | xen400kvtldkt | 150 | |
| 37 | Labour-2 | Dismantlement of 02 towers including all necessary items and conductor including transportation of dismantled material from site to BBMB store Panipat. | 1 | job | xen400kvtldkt | 150 |
Experience Criteria
Past Performance
Bidder Turnover
Certificate (Requested in ATC)
Additional Doc 1 (Requested in ATC) *In case any bidder is seeking exemption from Experience / Turnover Criteria
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer