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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical B1 BLOCK II DIBANG RESIDENCY PENSIONPARA ROAD GUWAHATI 3 | KAMRUP METRO | ASSAM | 781001 | Accepted-Technical Responsive |
| 3 | Rejected-Technical BOHUABARI HOUSE NO NIL CITY TOWN DEMOW P O BAM RAJABARI P S DEMOW DIST SIVASAGAR PIN 785671 | SIVASAGAR | ASSAM | 785671 | Rejected-Technical Not Responsive |
| 4 | Rejected-Technical | Rejected-Technical Not Responsive |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
16 Jun 2026, 2:00 pmClosed
Chief Engineer, EAP, PWRD
O/o the Chief Engineer, EAP, PWRD,Assam, Fatasil
Construction of Bridge in Golaghat District i) Br. No. 1/1 on Turung Gaon Ali
2026_PWRDW_52498_5
eCF No 720769/18
Open Tender
Civil Works - Bridges
Item Rate
18 days
Golaghat District
Please refer to Tender documents
7 documents required · 7 mandatory
₹2,000
₹2.2 L
Yes
O/o the Chief Engineer, EAP, PWRD, Assam, Fatasil
13 Jul 2026
26 May 2026
16 Jun 2026
26 May 2026
16 Jun 2026
26 May 2026
26 May 2026 - 2 Jun 2026
2 Jun 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 | 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) | - | Cum | 100 | - |
| 3 | 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 | - | Metre | 10 | - |
| 4 | 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 | - | MT | 10 | - |
| 5 | 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 | - | MT | 10 | - |
| 6 | 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 | - |
| 7 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35
i) Using concrete mixer | - | Cum | 10 | - |
| 8 | 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. | - | Cum | 10 | - |
| 9 | 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 | 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 | - | Cum | - | - |
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
PDF • 0.23 MB
BOQ_82984.xls
BOQ • 0.30 MB
SBDGol_23.pdf
Tender Documents • 1.84 MB
LOT.pdf
Additional Documents • 0.98 MB
LOF.pdf
Additional Documents • 0.70 MB
Annexure.pdf
Additional Documents • 0.23 MB
ESMP.pdf
Additional Documents • 1.67 MB
Drawing.pdf
Additional Documents • 5.31 MB
Technical_Specification.pdf
Additional Documents • 2.26 MB
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