Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance NORTH LAKHIMPUR LAKHIMPUR | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹6.4 L (1.94%)Admitted-Finance WARD NO 07 D K ROAD LAKHIMPUR ASSAM | ₹3.4 Cr+₹6.4 L (1.94%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical GARMUR MAJULI ASSAM | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S NORTHERN GASES L1 | JC Construction Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. | 24 | each | 432 ₹10,368 Lowest | 1,500 ₹36,000 |
| 2.00 | Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department). | 46 | each | 432 ₹19,872 Lowest | 1,500 ₹69,000 |
| 3.00 | Excavation for Structures, 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, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m | 312.59 | Cum | 86 ₹26,882.48 Lowest | 150 ₹46,888.05 |
| 4.00 | 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 Dia = 1200 | 372 | Metre | 8,213 ₹30,55,236 Lowest | 11,500 ₹42,78,000 |
| 5.00 | 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) | 240 | MT | 865 ₹2,07,600 | 550 ₹1,32,000 Lowest |
| 6.00 | 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 | 800 | MT | 432 ₹3,45,600 | 250 ₹2,00,000 Lowest |
| 7.00 | 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 | 951 ₹7,608 Lowest | 40,000 ₹3,20,000 |
| 8.00 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35
i) Using concrete mixer | 214.35 | Cum | 8,645 ₹18,53,081.69 | 8,500 ₹18,22,000.5 Lowest |
| 9.00 | 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. | 12.24 | Cum | 5,187 ₹63,504.44 Lowest | 6,000 ₹73,458 |
| 10.00 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D 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) | 77.66 | MT | 56,193 ₹43,63,948.38 Lowest | 64,000 ₹49,70,240 |
Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
7 Jan 2026, 2:00 pmClosed
CE (EAP) PWRD, Fatasil Ambari
CE (EAP) PWRD, Fatasil Ambari
Construction of Bridge in Majuli district (i) Br No 1/1on Kuhiarbari to Morsutigaon Road
2025_PWRDW_49588_12
eCF No 720769/9
Open Tender
Civil Works - Bridges
Item Rate
720 days
Majuli District
Please refer Tender documents.
7 documents required · 7 mandatory
₹7,000
₹6.5 L
Yes
O/o the Chief Engineer (EAP), PWRD
27 Feb 2026
24 Dec 2025
7 Jan 2026
24 Dec 2025
7 Jan 2026
24 Dec 2025
24 Dec 2025 - 31 Dec 2025
31 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. | - | each | 10 | - |
| 2 | Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department). | - | each | 100 | - |
| 3 | Excavation for Structures, 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, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m | 0.8 | Cum | 100 | ₹79.9 |
| 4 | 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 Dia = 1200 | - | Metre | 10 | - |
| 5 | 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 | - |
| 6 | 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 | - |
| 7 | 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 | - |
| 8 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35
i) Using concrete mixer | 0.2 | Cum | 10 | ₹2 |
| 9 | 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 | - |
| 10 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D 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) | 1 | MT | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.28 MB
BOQ_78749.xls
BOQ • 0.32 MB
SBDMajuli_02A_done.pdf
Tender Documents • 2.72 MB
ESMP_Majuli_02A.pdf
Additional Documents • 0.87 MB
A1_14nos_rebid.pdf
Additional Documents • 0.72 MB
LOT.pdf
Additional Documents • 0.99 MB
LOF.pdf
Additional Documents • 0.69 MB
Technical_Specification.pdf
Additional Documents • 2.63 MB
Drawings_Majuli_02A.pdf
Additional Documents • 2.57 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 .