Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAccepted-AOC | ₹6.2 Cr | L1 | Accepted-AOC AOC given |
| 2 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 3 | Rejected-Technical SUMA GUEST HOUSE MULAGABHARU PATH HATIGAON GUWAHATI 38 ASSAM | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | M/S. ABDUL LATIF L1 |
|---|---|---|---|---|
| 1.00 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
Br.2/2 on Nischintapur to Belala (Span 4 x 25) | 3 | NOS | 54,000 ₹1,62,000 Lowest |
| 2.00 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test
Br.2/2 on Nischintapur to Belala (Span 4 x 25) | 4,052 | MT | 361.5 ₹14,64,798 Lowest |
| 3.00 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test)
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 24 | MT | 6,000 ₹1,44,000 Lowest |
| 4.00 | Pile integrity test.
Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 13 | NOS | 2,200 ₹28,600 Lowest |
| 5.00 | Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 780 | RM | 12,800 ₹99,84,012.8 Lowest |
| 6.00 | 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.
(B) Mechanical Means
(II) With dewatering
(i) Depth 3 to 6 m
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 439.67 | CUM | 80 ₹35,173.2 Lowest |
| 7.00 | Levelling course for Pile cap
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 33.2 | CUM | 5,800 ₹1,92,542.6 Lowest |
| 8.00 | Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump)
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 568.46 | CUM | 8,200 ₹46,61,355.6 Lowest |
| 9.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Pile & Pile caps
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 128.79 | MT | 70,000 ₹90,15,230 Lowest |
| 10.00 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
H. RCC Grade M35
b. Height 5m to 10m
Case II. With Batching Plant, Transit Mixer and Concrete Pump
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 209.61 | CUM | 9,650 ₹20,22,707.55 Lowest |
Tender Value
₹6.5 Cr
EMD Value
₹12.9 L
Closing Date
14 Aug 2025, 2:00 pmClosed
Chief Engineer (EAP), PWRD, Fatasil Ambari, Assam
O/o Chief Engineer (EAP), PWRD, Fatasil Ambari, Guwahati-781025, Assam
CE/EAP/ARRBP/OCB/Bridge1/Karimganj/16 Construction of Bridge in Karimganj District (i) Br No. 2/2 on Nichintapur to Belala
2025_PWRDW_45898_14
CE/EAP/ARRBP/BR/01/2024/16
Open Tender
Civil Works - Bridges
Item Rate
900 days
Karimganj District
Please refer Tender documents.
7 documents required · 7 mandatory
₹10,000
₹12.9 L
Yes
O/o Chief Engineer (EAP), PWRD, Fatasil Ambari
10 Apr 2026
25 Jul 2025
14 Aug 2025
25 Jul 2025
14 Aug 2025
25 Jul 2025
25 Jul 2025 - 2 Aug 2025
2 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
Br.2/2 on Nischintapur to Belala (Span 4 x 25) | - | NOS | - | - | - |
| 2 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test
Br.2/2 on Nischintapur to Belala (Span 4 x 25) | - | MT | - | - | - |
| 3 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test)
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | - | MT | - | - | - |
| 4 | Pile integrity test.
Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | - | NOS | - | - | - |
| 5 | Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 0.4 | RM | - | - | - |
| 6 | 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.
(B) Mechanical Means
(II) With dewatering
(i) Depth 3 to 6 m
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | - | CUM | - | - | - |
| 7 | Levelling course for Pile cap
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | - | CUM | - | - | - |
| 8 | Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump)
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 0.2 | CUM | - | - | - |
| 9 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Pile & Pile caps
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 0.6 | MT | - | - | - |
| 10 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
H. RCC Grade M35
b. Height 5m to 10m
Case II. With Batching Plant, Transit Mixer and Concrete Pump
Br.2/2 on Nischintapur to Belala (Span 4 x 25)) | 0.8 | CUM | - | - | - |
stage.html
html • 0.04 MB
techsummary_72950.pdf
BOQ Comparative Chart
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.52 MB
LOT.pdf
Additional Documents • 0.77 MB
SBD_Nichintapur.pdf
Tender Documents • 3.14 MB
BOQ_72950.xls
BOQ • 0.27 MB
Drawings_Nichintapur.pdf
Additional Documents • 9.45 MB
Technical_Specification.pdf
Additional Documents • 2.26 MB
LOF.pdf
Additional Documents • 0.70 MB
ESMP_Nichintapur.pdf
Additional Documents • 2.24 MB
AnnexureX.pdf
Additional Documents • 0.82 MB
Tenderdocument.pdf
Tender Documents • 0.70 MB
BOQ.xls
BOQ • 0.28 MB
Tenderdocument_2.pdf
Tender Documents • 3.14 MB
Tenderdocument_3.pdf
Tender Documents • 9.45 MB
Tenderdocument_4.pdf
Tender Documents • 2.26 MB
Tenderdocument_5.pdf
Tender Documents • 0.77 MB
Tenderdocument_6.pdf
Tender Documents • 0.82 MB
Tenderdocument_7.pdf
Tender Documents • 2.24 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .