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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹9.9 CrAccepted-Finance | ₹9.9 Cr | L2 | Accepted-Finance Lowest Bid |
| 2 | L1₹9.6 CrRejected-Finance | ₹9.6 Cr | L1 | Rejected-Finance Higher Bid |
| Sl No | Description | Qty | Unit | M/s Shakti Commercial L1 | MS IT enterprises L2 |
|---|---|---|---|---|---|
| 1.00Extension and Improvement of Nari ADC HQ Road under CMCSRDP-II | |||||
| 1.01 | 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. Ordinary Soil
A. Manual Means
(i) up to 3.0m depth | 2,114 | Cum | 123 ₹2.6 L | 132 ₹2.8 L |
| 1.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 151 | Cum | 9,980 ₹15.1 L | 9,990 ₹15.1 L |
| 1.03 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
A. RCC Grade M20 | 543.6 | Cum | 14,000 ₹76.1 L | 14,010 ₹76.2 L |
| 1.04 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications | 30.4 | Mt | 1,24,000 ₹37.7 L | 1,24,900 ₹38.0 L |
| 1.05 | 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) Ordinary soil (B) Mechanical Means - Upto 3 m depth. | 135.08 | Cum | 123 ₹16,614.84 | 132 ₹17,830.56 |
| 1.06 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 57.4 | Cum | 9,990 ₹5.7 L | 10,000 ₹5.7 L |
| 1.07 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M25 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) | 24.8 | Cum | 14,000 ₹3.5 L | 14,010 ₹3.5 L |
| 1.08 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 3.18 | MT | 1,24,000 ₹3.9 L | 1,24,900 ₹4.0 L |
| 1.09 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | 16 | Each | 230 ₹3,680 | 240 ₹3,840 |
Tender Value
Refer Docs
EMD Value
₹9.9 L
Closing Date
24 Mar 2026, 9:00 amClosed
Executive Engineer, Nari
O/O Executive Engineer, Nari
1.RCC Drain 2.Box Culvert 3.Scarifying 4.Subgrade 5.CC pavement
2026_PWDAP_3196_1
ND/CONT-3/NIT/2025-2026/665
Open Tender
Civil Works – Roads
730 days
Nari
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Executive Engineer, Nari
₹9.9 L
Yes
O/O Executive Engineer, Nari
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Extension and Improvement of Nari ADC HQ Road under CMCSRDP-II | |||||
| 1.01 | 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. Ordinary Soil
A. Manual Means
(i) up to 3.0m depth | - | Cum | - | - |
| 1.02 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | - | Cum | - | - |
| 1.03 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
A. RCC Grade M20 | - | Cum | - | - |
| 1.04 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications | - | Mt | - | - |
| 1.05 | 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) Ordinary soil (B) Mechanical Means - Upto 3 m depth. | - | Cum | - | - |
| 1.06 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | - | Cum | - | - |
| 1.07 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M25 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) | - | Cum | - | - |
| 1.08 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | - | MT | - | - |
| 1.09 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | - | Each | - | - |
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