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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 CrAccepted-Finance S 14 PEARL DEEWAN BUILDING FOURTH FLOOR MANGAL MARG BAPU NAGAR JAIPUR BAPU NAGAR JAIPUR RAJASTHAN 302015 | JAIPUR | RAJASTHAN | 302015 | L1 | Accepted-Finance L1 | |
| 2 | L2₹43.0 Cr+₹9.5 Cr (28.4%)Rejected-Finance 907 NEW DELHI HOUSE 27 BARAKHAMBA ROAD NEW DELHI 110001 | NEW DELHI | NEW DELHI | DELHI | 110001 | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical J HOUSE B 103 SOUTH CITY 1 SECT 30 NEAR SIGNATURE TOWN GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | - | Rejected-Technical Technically Non-Responsive |
| Sl No | Description | Qty | Unit | S and P Infrastructure Developers Private Limited L2 | Ganpati Bharat Private Limited L1 |
|---|---|---|---|---|---|
| 1.01 | LUMPSUM: Taking, exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications.
Upto 1.0 m below bed level | 9 | Meter | 1,500 ₹13,500 Lowest | 1,500 ₹13,500 Lowest |
| 1.02 | LUMPSUM:Taking, exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications.
Beyond 1.0 m depth upto 5.0 m | 36 | Meter | 1,500 ₹54,000 Lowest | 1,600 ₹57,600 |
| 1.03 | LUMPSUM:Taking, exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications.
Beyond 5.0 m depth | 405 | Meter | 3,000 ₹12,15,000 | 1,800 ₹7,29,000 Lowest |
| 1.04 | APWD SOR-NH-20-21-ITEM NO. 12.37:
Pile load test on single vertical pile in accordance
with IS:2911(Part-IV).
i) Initial and Routine load test. | 8,100 | Ton | 1,100 ₹89,10,000 | 270 ₹21,87,000 Lowest |
| 1.05 | APWD SOR-NH-20-21-ITEM NO. 12.37:
Pile load test on single vertical pile in accordance
with IS:2911(Part-IV).
(ii) lateral Load test | 500 | Ton | 1,100 ₹5,50,000 Lowest | 4,800 ₹24,00,000 |
| 1.06 | APWD SOR-NH-20-21-ITEM NO. 16.55:
Pile intrigity test: Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineerin- Charge and detailed in specification.Test to be carried out by an approved reputed agency.Item to include all incidental work to execute the job. | 116 | Each | 800 ₹92,800 Lowest | 1,000 ₹1,16,000 |
| 1.07 | APWD SOR-NH-20-21-ITEM NO. 12.1 (B):
Excavation for Structures
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(I) (i) Ordinary soil with dewatering by mechanical means (Depth upto 3 m ) | 3,974.71 | Cum | 200 ₹7,94,941.6 | 60 ₹2,38,482.48 Lowest |
| 1.08 | APWD SOR-NH-20-21-ITEM NO. 12.1 (B):
Excavation for Structures
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(I) (ii) Ordinary soil (Depth 3 m to 6 m) | 2,587.35 | Cum | 200 ₹5,17,470 | 63 ₹1,63,003.05 Lowest |
| 1.09 | APWD SOR-NH-20-21-ITEM NO. 12.1 (B):
Excavation for Structures
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(I) (iii) Ordinary soil (Depth above 6m) | 293.04 | Cum | 200 ₹58,608 | 67 ₹19,633.68 Lowest |
| 1.10 | APWD SOR-NH-20-21-ITEM NO. 12.8 N (a):
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork
Without Plasticiser, PCC Grade M-15 | 62.99 | Cum | 7,500 ₹4,72,410 | 6,000 ₹3,77,928 Lowest |
Tender Value
₹49.4 Cr
EMD Value
₹98.9 L
Closing Date
24 Sept 2025, 5:00 pmClosed
General Manager (P)
General Manager (P) National Highways and Infrastructure Development Corporation Limited. Regional Office, 2nd Floor, Agnishanti Business Park, Opp. AGP Office GNB Road, Ambari, Guwahati- 781001
Construction of 2 Nos. of Major Bridge at Km 508.414 and Km 523.271 in Jhanji to Demow section of NH- 37(Old) in State of Assam in FY 25-26
2025_NHIDC_875505_1
AS/NH-2/Jor/Cons/JD4/25-26/1
Open Tender
Civil Works
Item Rate
150 days
Assam
Please refer Tender Documents
5 documents required · 5 mandatory
₹11,800
NHIDCL
₹98.9 L
NHIDCL, RO Guwahati
29 Jan 2026
1 Sept 2025
25 Sept 2025
1 Sept 2025
24 Sept 2025
1 Sept 2025
1 Sept 2025 - 8 Sept 2025
9 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | LUMPSUM: Taking, exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications.
Upto 1.0 m below bed level | - | Meter | 100 | - |
| 1.02 | LUMPSUM:Taking, exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications.
Beyond 1.0 m depth upto 5.0 m | - | Meter | 100 | - |
| 1.03 | LUMPSUM:Taking, exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications.
Beyond 5.0 m depth | - | Meter | 100 | - |
| 1.04 | APWD SOR-NH-20-21-ITEM NO. 12.37:
Pile load test on single vertical pile in accordance
with IS:2911(Part-IV).
i) Initial and Routine load test. | - | Ton | 100 | - |
| 1.05 | APWD SOR-NH-20-21-ITEM NO. 12.37:
Pile load test on single vertical pile in accordance
with IS:2911(Part-IV).
(ii) lateral Load test | - | Ton | 100 | - |
| 1.06 | APWD SOR-NH-20-21-ITEM NO. 16.55:
Pile intrigity test: Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineerin- Charge and detailed in specification.Test to be carried out by an approved reputed agency.Item to include all incidental work to execute the job. | - | Each | 100 | - |
| 1.07 | APWD SOR-NH-20-21-ITEM NO. 12.1 (B):
Excavation for Structures
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(I) (i) Ordinary soil with dewatering by mechanical means (Depth upto 3 m ) | 0.2 | Cum | 100 | ₹20 |
| 1.08 | APWD SOR-NH-20-21-ITEM NO. 12.1 (B):
Excavation for Structures
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(I) (ii) Ordinary soil (Depth 3 m to 6 m) | 1 | Cum | 100 | ₹99.9 |
| 1.09 | APWD SOR-NH-20-21-ITEM NO. 12.1 (B):
Excavation for Structures
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(I) (iii) Ordinary soil (Depth above 6m) | - | Cum | 100 | - |
| 1.1 | APWD SOR-NH-20-21-ITEM NO. 12.8 N (a):
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork
Without Plasticiser, PCC Grade M-15 | 0.2 | Cum | 100 | ₹19.9 |
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