Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.2 LAccepted-AOC TRIVENI PATH PHUKON NAGAR SIVASAGAR ASSAM 785640 | SIVASAGAR | SIVASAGAR | ASSAM | 785640 | ₹90.2 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹91.1 LRejected-AOC GSTIN: 18AGPPG1079G2Z7NAMTI GAYAN GAON PO KARCHOWA SIVASAGAR ASSAM | SIVASAGAR | ASSAM | 785640 | ₹91.1 L | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | MRIDU PABAN NEOG L1 | PULIN GAYAN L2 |
|---|---|---|---|---|---|
| 1.00 | Medium Jungles: Clearing medium jungles and trees upto 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed.
(When 30% to 60 % of the area is covered by shrubs, trees etc.) | 3,660 | Sqm | 20 ₹73,200 | 15.5 ₹56,730 |
| 2.00 | Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed.
1) Trees above 0.50 m and up to 1 m girth: | 20 | Each | 1,000 ₹20,000 | 1,000 ₹20,000 |
| 3.00 | Earthwork in grabbing the seat of the embankment up-to 0.3 m depth by mechanical means and depositing the soils outside the country side toe of the proposed structures, etc. complete as directed. | 1.47 | Hec | 31,760.69 ₹46,688.21 | 32,600 ₹47,922 |
| 4.00 | Filling of geotubes (25m long and 4.3m circumference) with sand volume of 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specification, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 5m c/c along both sides of the tube and at both ends to keep the tube in position during filling, as specified and directed including all loading, unloading and handling charges and local carriage upto a distance of 250m, pumping slurry using mud pump from a distance upto 500m, etc. including setting up of the tube laying platform, complete as directed. | 49 | Tube | 22,000 ₹10.8 L | 22,500 ₹11.0 L |
| 5.00 | Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed.
B. Compaction with vibratory roller of 80-100 kN capacity.
For initial lead up to 1 Km and for all lifts.(Distance=1 km) | 14,311.52 | Cum | 295 ₹42.2 L | 301 ₹43.1 L |
| 6.00 | Collection and supply of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at work site etc. complete as directed. | 732 | Cum | 2,800 ₹20.5 L | 2,800 ₹20.5 L |
| 7.00 | Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed. | 732 | Cum | 273.33 ₹2.0 L | 272.33 ₹2.0 L |
| 8.00 | Collection and supply of sand from approved quarry of specified grade for construction work free from debriges and other foreign material etc. complete as directed. | 1,660.04 | Cum | 800 ₹13.3 L | 798 ₹13.2 L |
Tender Value
₹91.1 L
EMD Value
₹1.8 L
Closing Date
22 Jan 2026, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/o the Chief Engineer, WRD, Assam, AWC Basistha, Ghy 29
Restoration of damaged section of Mitong bund left bank from Khorkhorijan to Bhadiaghat.
2026_DoWR_50174_1
SIVASAGAR/2025-26/PDNA/WORK/VI
Open Tender
Civil Works
180 days
SIVASAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹1.8 L
Yes
16 May 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
22 Jan 2026
18 Jan 2026
Medium Jungles: Clearing medium jungles and trees upto 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed. (When 30% to 60 % of the area is covered by shrubs, trees etc.)
Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed. 1) Trees above 0.50 m and up to 1 m girth:
Earthwork in grabbing the seat of the embankment up-to 0.3 m depth by mechanical means and depositing the soils outside the country side toe of the proposed structures, etc. complete as directed.
Filling of geotubes (25m long and 4.3m circumference) with sand volume of 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specification, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 5m c/c along both sides of the tube and at both ends to keep the tube in position during filling, as specified and directed including all loading, unloading and handling charges and local carriage upto a distance of 250m, pumping slurry using mud pump from a distance upto 500m, etc. including setting up of the tube laying platform, complete as directed.
Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed. B. Compaction with vibratory roller of 80-100 kN capacity. For initial lead up to 1 Km and for all lifts.(Distance=1 km)
Collection and supply of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at work site etc. complete as directed.
Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed.
Collection and supply of sand from approved quarry of specified grade for construction work free from debriges and other foreign material etc. complete as directed.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.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 • 0.21 MB
khorkhorijan_bid.pdf
Tender Documents • 0.66 MB
BOQ_79928.xls
BOQ • 0.38 MB
Download all tender documents and submit your bid