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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance ASSAM CHANDMARI GUWAHATI 3 | GOALPARA | ASSAM | 783123 | ₹2.5 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BUDHESWAR BURAGOHAIN L1 |
|---|---|---|---|---|
| 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) | 283.02 | Cum | 200 ₹56,604 Lowest |
| 2.00 | 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 | 10,800 ₹25,92,000 Lowest |
| 3.00 | 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 | 450 ₹1,08,000 Lowest |
| 4.00 | 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 ₹1,80,000 Lowest |
| 5.00 | 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 | 8,000 ₹64,000 Lowest |
| 6.00 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35
i) Using concrete mixer | 159.73 | Cum | 11,500 ₹18,36,918 Lowest |
| 7.00 | 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. | 9.43 | Cum | 6,500 ₹61,321 Lowest |
| 8.00 | 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) | 52.34 | MT | 75,000 ₹39,25,500 Lowest |
| 9.00 | 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 | 97.1 | Cum | 10,000 ₹9,71,030 Lowest |
| 10.00 | Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 17.16 | MT | 75,000 ₹12,87,000 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
20 Feb 2026, 2:00 pmClosed
CE (EAP) PWRD, Fatasil Ambari
O/o the CE (EAP)PWRD, Fatasil Ambari
Construction of Bridge in Charaideo District i) Br.No. 1/1 on Ghurajan and Garakhiapam connecting Road
2026_PWRDW_50814_1
eCF No 720769/11
Open Tender
Civil Works - Bridges
Item Rate
720 days
Charaideo District
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹4.9 L
Yes
O/o the CE (EAP)PWRD, Fatasil Ambari
16 Jun 2026
6 Feb 2026
20 Feb 2026
6 Feb 2026
20 Feb 2026
6 Feb 2026
6 Feb 2026 - 13 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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) | 1 | Cum | 100 | ₹99.9 |
| 2 | 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 | - | Metre | 100 | - |
| 3 | 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 | - | MT | 10 | - |
| 4 | 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. | - | MT | 10 | - |
| 5 | 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. | - | each | 10 | - |
| 6 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35
i) Using concrete mixer | 0.8 | Cum | 10 | ₹7.99 |
| 7 | 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. | 1 | Cum | 10 | ₹9.99 |
| 8 | 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) | - | MT | 10 | - |
| 9 | 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 | 0.2 | Cum | 10 | ₹1.99 |
| 10 | Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | - | MT | - | - |
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details.html
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Tendernotice_1.pdf
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LOF.pdf
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SBDChar_11.pdf
Tender Documents • 1.80 MB
Drawing.pdf
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LOT.pdf
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Technical_Specification.pdf
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BOQ_80888.xls
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Annexure_1.pdf
Additional Documents • 0.32 MB
Esmp.pdf
Additional Documents • 1.73 MB
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