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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAdmitted-Finance | ₹4.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.4 CrAdmitted-Finance | ₹4.4 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| Sl No | Description | Qty | Unit | Pinder Infra Projects Pvt. Ltd. L2 | KHALING ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in Excavation by mechanical means (Hydraulic Excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto, as directed by E-I-C. 1) All Kinds of Soil. | 1,606.6 | Cum | 100 ₹1.6 L | 162.77 ₹2.6 L |
| 2.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications B) Including formwork:
PCC Grade M20 | 3,604.32 | Cum | 8,400 ₹3.0 Cr | 7,750.74 ₹2.8 Cr |
| 3.00 | Construction of precast RCC Tetrapod of M20A20 Grade, aggregate size not exceeding 20mm, true to line and grade as per approved drawings and technical specifications all complete, including steel formwork and placing at site as per direction of Engineer-In-Charge. | 200 | Nos | 20,000 ₹40 L | 24,259.87 ₹48.5 L |
| 4.00 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. | 37.24 | MT | 1,00,000 ₹37.2 L | 1,00,544.54 ₹37.4 L |
| 5.00 | 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 face. Complete as per drawing and technical specifications. | 870 | Mtr | 275.7 ₹2.4 L | 254.75 ₹2.2 L |
| 6.00 | Filling with available excavated Material at the backside of retaining wall in layers as per direction. | 791.8 | Cum | 100 ₹79,180 | 143.81 ₹1.1 L |
| 7.00 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each. | 1,620 | Cum | 3,300 ₹53.5 L | 3,356.61 ₹54.4 L |
Tender Value
₹4.6 Cr
EMD Value
₹9.3 L
Closing Date
20 Dec 2024, 5:00 pmClosed
GSM (C)
LTHPL TEESTA-VI HEP BALUTAR SINGTAM SIKKIM
Construction of Retaining wall in U/S and D/S of Permanent Steel Bridge 70R at Right Bank of River Teesta in Teesta-VI HE Project Pamphok, Sikkim
2024_LTHPL_834798_1
LTHPL/TSVI/PnC/NIT-33/2024/473
Open Tender
Civil Works
180 days
LTHPL TEESTA-VI HEP BALUTAR SINGTAM SIKKIM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,770
Yes
Lanco Teesta Hydro Power Limited
₹9.3 L
Yes
24 Jan 2025
14 Nov 2024
26 Dec 2024
14 Nov 2024
20 Dec 2024
14 Nov 2024
Amount
Earth work in Excavation by mechanical means (Hydraulic Excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto, as directed by E-I-C. 1) All Kinds of Soil.
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications B) Including formwork: PCC Grade M20
Construction of precast RCC Tetrapod of M20A20 Grade, aggregate size not exceeding 20mm, true to line and grade as per approved drawings and technical specifications all complete, including steel formwork and placing at site as per direction of Engineer-In-Charge.
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
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 face. Complete as per drawing and technical specifications.
Filling with available excavated Material at the backside of retaining wall in layers as per direction.
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.
Pinder Infra Projects Pvt. Ltd. (BID ID -3132033)
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