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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.2 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L1₹50.2 CrAdmitted-Finance | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | D2S Infrastructures Pvt. Ltd L1 | Kishore Borah L1 |
|---|---|---|---|---|---|
| 1.00 | PART (A) :- Design and Construction of ROB on SH-3 (Narengi-Bhakatgaon Road) at Railway Crossing Gate No.- ST/20 at Panikhaiti, Kamrup (Metro) under Construction of ROB’s on 50:50 Cost Sharing Basis (for Lum Sum Contract) provided in the Section- 7 of Volume-I of SBD. | 1 | Each | 42,65,03,469.28 ₹42,65,03,469.28 | 40,21,67,105.4 ₹40,21,67,105.4 Lowest |
| 2.00 | PART (B) Retaining Wall :- 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 (b) With dewatering (i) upto 3 m depth | 3,086.8 | Cum | 134.35 ₹4,14,711.58 Lowest | 200 ₹6,17,360 |
| 3.00 | 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.) | 146.99 | Cum | 5,739.95 ₹8,43,715.25 Lowest | 10,000 ₹14,69,900 |
| 4.00 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (II) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. (H) RCC Grade M35, Case-II : Using Batching Plant, Transit Mixer and Concrete Pump | 1,035.49 | Cum | 10,129.32 ₹1,04,88,809.57 Lowest | 12,000 ₹1,24,25,880 |
| 5.00 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | 52.95 | tonne | 79,723.65 ₹42,21,367.27 Lowest | 80,000 ₹42,36,000 |
| 6.00 | Reinforced cement concrete, in substructure complete as per drawing and technical specification and steel shuttering formwork (II) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (H) RCC Grade M35 (a) Height upto 5m, Case-II : With Batching Plant, Transit Mixer and Concrete Pump | 784.22 | Cum | 10,569.68 ₹82,88,954.45 Lowest | 12,000 ₹94,10,640 |
| 7.00 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | 52.32 | tonne | 79,859.93 ₹41,78,271.54 Lowest | 80,000 ₹41,85,600 |
| 8.00 | Furnishing and Placing Reinforced/ Prestressed cement concrete in Super-structure as per drawing and Technical Specification’ including steel shuttering formwork. (II) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (D) RCC Grade M35 Case-II : Using Batching Plant, Transit Mixer and Concrete Pump (ii) For T-beam & slab,(b) Height 5m to 10m | 90.21 | Cum | 12,537.58 ₹11,31,015.09 Lowest | 15,000 ₹13,53,150 |
| 9.00 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer(TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | 22.63 | tonne | 81,433.22 ₹18,42,833.77 | 80,000 ₹18,10,400 Lowest |
| 10.00 | Providing weep holes in 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
specification. | 676 | Each | 202.38 ₹1,36,808.88 | 200 ₹1,35,200 Lowest |
Tender Value
₹55.8 Cr
EMD Value
₹1.1 Cr
Closing Date
12 Feb 2021, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari, Guwahati, 7810
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
ROB/PANIKHAITI/ST-20 Construction of ROB on SH-3 (Narengi-Bhakatgaon Road) at Railway Crossing Gate No- ST/20 at Panikhaiti, Kamrup (Metro) under Construction of ROBs on 50-50 Cost Sharing Basis
2021_PWD_20900_1
CE/STBR/II/66/2020-21/02
Open Tender
Civil Works
Item Rate
900 days
Panikhaiti Kamrup Metro
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, Assam State Road Board
₹1.1 Cr
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwaha
12 Feb 2021
3 Feb 2021
12 Feb 2021
3 Feb 2021
12 Feb 2021
3 Feb 2021
3 Feb 2021 - 12 Feb 2021
6 Feb 2021
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART (A) :- Design and Construction of ROB on SH-3 (Narengi-Bhakatgaon Road) at Railway Crossing Gate No.- ST/20 at Panikhaiti, Kamrup (Metro) under Construction of ROB’s on 50:50 Cost Sharing Basis (for Lum Sum Contract) provided in the Section- 7 of Volume-I of SBD. | 1 | Each | - | - |
| 2 | PART (B) Retaining Wall :- 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 (b) With dewatering (i) upto 3 m depth | 3,086.8 | Cum | - | - |
| 3 | 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.) | 146.99 | Cum | - | - |
| 4 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (II) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. (H) RCC Grade M35, Case-II : Using Batching Plant, Transit Mixer and Concrete Pump | 1,035.49 | Cum | - | - |
| 5 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | 52.95 | tonne | - | - |
| 6 | Reinforced cement concrete, in substructure complete as per drawing and technical specification and steel shuttering formwork (II) With plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (H) RCC Grade M35 (a) Height upto 5m, Case-II : With Batching Plant, Transit Mixer and Concrete Pump | 784.22 | Cum | - | - |
| 7 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | 52.32 | tonne | - | - |
| 8 | Furnishing and Placing Reinforced/ Prestressed cement concrete in Super-structure as per drawing and Technical Specification’ including steel shuttering formwork. (II) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (D) RCC Grade M35 Case-II : Using Batching Plant, Transit Mixer and Concrete Pump (ii) For T-beam & slab,(b) Height 5m to 10m | 90.21 | Cum | - | - |
| 9 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer(TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | 22.63 | tonne | - | - |
| 10 | Providing weep holes in 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
specification. | 676 | Each | - | - |
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