Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹382.3 CrAccepted-AOC 14 BILASIPARA P O P S BILASIPARA DIST DHUBRI ASSAM PIN 783348 | DHUBRI | ASSAM | 783348 | L1 | Accepted-AOC Work Order Issued | |
| 2 | L2₹445.9 Cr+₹63.6 Cr (16.6%)Rejected-AOC NCC HOUSE MADHAPUR HYDERABAD 500 081 | HYDERABAD | HYDERABAD | TELANGANA | 500081 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical 48 19 6 2ND FLR MVR COMPLEX DWARAKANAGAR OPP RTC COMPLEX VISAKHAPATNAM 530003 | VISAKHAPATANAM | ANDHRA PRADESH | 530003 | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | NCC Limited L2 | Shree Gautam Construction Co. Ltd. L1 |
|---|---|---|---|---|---|
| 1.00 | Part- A :- Dismantling of Structures :
Dismantling of existing structures like culverts bridges retaining walls and other Dismantling of existing structureslikeculverts,bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, 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.Existing RCC structures | 255 | Cum | 1,209 ₹3,08,295 Lowest | 1,500 ₹3,82,500 |
| 2.00 | Dismantling of existing structures like culverts bridges retaining walls and other Dismantling of existing structureslikeculverts,bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, 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. Existing RCC Drain for a length of 3500.00 m | 5,040 | Cum | 1,395 ₹70,30,800 | 1,000 ₹50,40,000 Lowest |
| 3.00 | Part - B :- Viaduct Portion : FOUNDATION:
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 (I) Without Dewatering (i) upto 3m depth. | 14,681.97 | Cum | 214 ₹31,41,941.15 Lowest | 225 ₹33,03,442.8 |
| 4.00 | 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. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-1200 mm) | 18,720 | Metre | 23,653 ₹44,27,84,160 | 21,000 ₹39,31,20,000 Lowest |
| 5.00 | Providing steel liner 8mm thick for pile including fabricating upto required length and setting out as per detailed drawing. | 5,616 | Tonne | 65,757 ₹36,92,91,312 | 12,000 ₹6,73,92,000 Lowest |
| 6.00 | Levelling course below pile cap (PCC Grade M15) | 593.79 | Cum | 11,153 ₹66,22,595.64 | 8,000 ₹47,50,360 Lowest |
| 7.00 | Pile Load test on Single vertical pile in accordance with IS : 2911 (Part - IV) (a) Initial load test (3 nos., Design load 355 Ton) | 1,065 | Tonne | 1,953 ₹20,79,945 | 700 ₹7,45,500 Lowest |
| 8.00 | Pile Load test on Single vertical pile in accordance with IS : 2911 (Part - IV) (b) Routine load test (5 nos., Design load 355 Ton) | 4,615 | Tonne | 1,953 ₹90,13,095 | 700 ₹32,30,500 Lowest |
| 9.00 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999. C. RCC M35. Case II. With Batching Plant, Transit Mixer and Concrete Pump | 7,843.39 | Cum | 13,643 ₹10,70,07,397.06 | 12,800 ₹10,03,95,417.6 Lowest |
| 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) | 4,005.88 | Tonne | 1,09,581 ₹43,89,68,774.6 | 90,000 ₹36,05,29,560 Lowest |
Tender Value
₹399.3 Cr
EMD Value
₹8.0 Cr
Closing Date
7 Oct 2025, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
ELEVATED CORRIDOR/SILCHAR/PHASE I/ASSAM/01 Construction of Elevated Corridor on NH-306 Section from Trunk Road near Capital Point to Rangirkhari Point in Silchar, Assam (Phase I)
2025_PWD_47392_1
CE/STBR/II/12/2025-26/03 Date 04-09-2025
Open Tender
Civil Works – Roads
Item Rate
910 days
Silchar
Please refer Tender documents.
5 documents required · 5 mandatory
₹30,000
₹8.0 Cr
Yes
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
30 Jan 2026
9 Sept 2025
8 Oct 2025
9 Sept 2025
7 Oct 2025
9 Sept 2025
9 Sept 2025 - 7 Oct 2025
19 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Part- A :- Dismantling of Structures :
Dismantling of existing structures like culverts bridges retaining walls and other Dismantling of existing structureslikeculverts,bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, 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.Existing RCC structures | - | Cum | - | - |
| 2 | Dismantling of existing structures like culverts bridges retaining walls and other Dismantling of existing structureslikeculverts,bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, 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. Existing RCC Drain for a length of 3500.00 m | 5,040 | Cum | - | - |
| 3 | Part - B :- Viaduct Portion : FOUNDATION:
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 (I) Without Dewatering (i) upto 3m depth. | 0.2 | Cum | - | - |
| 4 | 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. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-1200 mm) | - | Metre | - | - |
| 5 | Providing steel liner 8mm thick for pile including fabricating upto required length and setting out as per detailed drawing. | - | Tonne | - | - |
| 6 | Levelling course below pile cap (PCC Grade M15) | 1 | Cum | - | - |
| 7 | Pile Load test on Single vertical pile in accordance with IS : 2911 (Part - IV) (a) Initial load test (3 nos., Design load 355 Ton) | - | Tonne | - | - |
| 8 | Pile Load test on Single vertical pile in accordance with IS : 2911 (Part - IV) (b) Routine load test (5 nos., Design load 355 Ton) | - | Tonne | - | - |
| 9 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103- 1999. C. RCC M35. Case II. With Batching Plant, Transit Mixer and Concrete Pump | 0.8 | Cum | - | - |
| 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) | 0.6 | Tonne | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.90 MB
BOQ_75642.xls
BOQ • 0.33 MB
SBDElevatedCorridorSilchar.pdf
Tender Documents • 1.41 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 .