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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹2.3 CrRejected-AOC B1 BLOCK II DIBANG RESIDENCY PENSIONPARA ROAD GUWAHATI 3 | KAMRUP METRO | ASSAM | 781001 | ₹2.3 Cr | L2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | Sri Moniram Sahu L1 | Sri Girin Chutia L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) Depth up to 3.00 m (with dewatering) | 233.55 | Cum | 150 ₹35,032.50 | 120 ₹28,026 |
| 2.00 | Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) 3.00m to 6.00 m depth (without dewatering) | 0.94 | Cum | 150 ₹140.55 | 130 ₹121.81 |
| 3.00 | Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile diameter = 1000 mm | 240 | Metre | 10,500 ₹25.2 L | 11,300 ₹27.1 L |
| 4.00 | Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 120 t | 180 | MT | 300 ₹54,000 | 500 ₹90,000 |
| 5.00 | Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t | 300 | MT | 300 ₹90,000 | 300 ₹90,000 |
| 6.00 | Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. | 6 | each | 5,000 ₹30,000 | 6,000 ₹36,000 |
| 7.00 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35
i) Using concrete mixer | 109 | Cum | 7,000 ₹7.6 L | 12,000 ₹13.1 L |
| 8.00 | Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. | 7.27 | Cum | 8,000 ₹58,136 | 6,000 ₹43,602 |
| 9.00 | Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation 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) | 44.07 | MT | 73,000 ₹32.2 L | 85,000 ₹37.5 L |
| 10.00 | Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser
H) a) RCC Grade M 35
a) Height up to 5.0 m
Case-I : Using Concrete Mixer | 99.36 | Cum | 7,000 ₹7.0 L | 12,500 ₹12.4 L |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
29 Dec 2025, 2:00 pmClosed
CE (EAP) PWRD, Fatasil Ambari
O/o the CE (EAP) PWRD, Fatasil Ambari
Construction of Bridge in Jorhat District i) Br No 1/3 Tipomia over river Tipomia on Mohimabari Nowpeta to Jonaki Mondal Connecting Road
2025_PWD_48879_1
ecf No.720769/3 CE/EAP/ARRBP/Jorhat/21
Open Tender
Civil Works - Bridges
720 days
Jorhat District
Please refer Tender documents
7 documents required · 7 mandatory
₹4,000
₹4.4 L
Yes
O/o the CE (EAP) PWRD, Fatasil Ambari
27 Mar 2026
27 Nov 2025
29 Dec 2025
27 Nov 2025
29 Dec 2025
27 Nov 2025
27 Nov 2025 - 5 Dec 2025
5 Dec 2025
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) Depth up to 3.00 m (with dewatering)
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) 3.00m to 6.00 m depth (without dewatering)
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer
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