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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC B1 BLOCK II DIBANG RESIDENCY PENSIONPARA ROAD GUWAHATI 3 | KAMRUP METRO | ASSAM | 781001 | ₹3.0 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹3.0 CrRejected-AOC | ₹3.0 Cr | L2 | Rejected-AOC L2 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
| Sl No | Description | Qty | Unit | Tejkaran Jain L2 | Sri Girin Chutia L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. II) By Mechanical Means (B) RCC | 36 | Cum | 600 ₹21,600 | 500 ₹18,000 |
| 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) Depth up to 3.00 m (with dewatering) | 177.74 | Cum | 70 ₹12,441.59 | 120 ₹21,328.44 |
| 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 = 1200 mm | 240 | Metre | 11,000 ₹26.4 L | 10,500 ₹25.2 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 = 160 t | 240 | MT | 300 ₹72,000 | 500 ₹1.2 L |
| 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 2x160x2.50 2 Nos. test for piles upto 50 Nos. | 400 | MT | 450 ₹1.8 L | 300 ₹1.2 L |
| 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. | 8 | each | 2,000 ₹16,000 | 6,000 ₹48,000 |
| 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 | 155.14 | Cum | 9,000 ₹14.0 L | 11,000 ₹17.1 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. | 9.17 | Cum | 6,500 ₹59,598.50 | 6,000 ₹55,014 |
| 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) | 66.8 | MT | 75,000 ₹50.1 L | 84,500 ₹56.4 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 | 89.62 | Cum | 11,000 ₹9.9 L | 12,000 ₹10.8 L |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 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 i) Br. No. 5/1 on Nagajanka to Udoipur Road
2025_PWD_48869_1
ecf No.720769/3 CE/EAP/ARRBP/Jorhat/20
Open Tender
Civil Works - Bridges
720 days
Jorhat District
Please refer Tender documents
7 documents required · 7 mandatory
₹6,000
₹5.8 L
Yes
O/o the CE (EAP)PWRD, Fatasil Ambari
19 May 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)
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of 2x160x2.50 2 Nos. test for piles upto 50 Nos.
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)
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
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications. Stone/Boulder
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification.
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details.html
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Tendernotice_1.pdf
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DWGs.pdf
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LOF.pdf
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SBDJor_20.pdf
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Technical_specification_ARRBP.pdf
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BOQ_77576.xls
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ESMP.pdf
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