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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.9 LAccepted-AOC MILIJULI PATH BELTOLA HATIGAON GUWAHATI KAMRUP METRO ASSAM 781028 | GUWAHATI | KAMRUP METRO | ASSAM | 781028 | ₹99.9 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹1.0 Cr+₹2.3 L (2.30%)Rejected-AOC MAINAOPURI TITAGUTI KOKRAJHAR BTAD ASSAM 783370 | KOKRAJHAR | ASSAM | 783370 | ₹1.0 Cr+₹2.3 L (2.30%) | L2 | Rejected-AOC Not Qualified for AOC |
| 3 | L3₹1.0 Cr+₹3.4 L (3.45%)Rejected-AOC ASSAM AS | ₹1.0 Cr+₹3.4 L (3.45%) | L3 | Rejected-AOC Not Qualified for AOC |
| 4 | L4₹1.1 Cr+₹14.9 L (14.9%)Rejected-AOC HOUSE NO 701 KHANAMUKH DHARAPUR AZARA GUWAHATI KAMRUP M ASSAM 781017 | KAMRUP METRO | ASSAM | 781017 | ₹1.1 Cr+₹14.9 L (14.9%) | L4 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | RWIRUP MUSHAHARY L2 | SKH VENTURE LLP L4 | BIRKHANG BASUMATARY L3 | Ranjan Das L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in embankment by tractor trailer carriage by Mechanical means 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 4cm cube, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed.
For initial Lead up to 1.00 Km for all lifts. | 24,754 | Cum | 247.01 ₹61,14,485.54 | 277.53 ₹68,69,977.62 | 249.75 ₹61,82,311.5 | 241.45 ₹59,76,853.3 Lowest |
| 2.00 | Earth work in bank trimming to the designed section/slope by manual means including removing the trimmed soils to a minimum distance of 30 m complete as directed. | 809.25 | Cum | 127.83 ₹1,03,446.43 | 143.56 ₹1,16,175.93 | 129.2 ₹1,04,555.1 | 124.89 ₹1,01,067.23 Lowest |
| 3.00 | Carriage of 300 gsm Geo sheet of including loading & unloading, stacking cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed. (Distance to be calculated from Divisional Store = 10.00KM) | 2,678 | Sqm | 0.16 ₹428.48 | 0.17 ₹455.26 | 0.15 ₹401.7 Lowest | 0.15 ₹401.7 Lowest |
| 4.00 | Carriage of Geo Bags of size 2.00 × 1.50 m including loading & unloading, stacking cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed. (Distance to be caculated from Div. store =10.00KM) | 4,566 | Bag | 1.14 ₹5,205.24 | 1.28 ₹5,844.48 | 1.22 ₹5,570.52 | 1.11 ₹5,068.26 Lowest |
| 5.00 | Carriage of Geo Bags of size 1.03 × 0.70 m / 1.0 x 0.7m including loading & unloading, stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed.(Distance to be caculated from Div. store = 10.00KM) | 16,636 | Bag | 0.16 ₹2,661.76 Lowest | 0.19 ₹3,160.84 | 0.17 ₹2,828.12 | 0.16 ₹2,661.76 Lowest |
| 6.00 | Turfing with grass sods of largest possible rectangle of 12 cm minimum thickness placed closely including dressing of earth paging with jati bamboo splits watering till the grass grows for a lead up to 9o m and for all lift etc. Complete as directed. | 14,400 | Sqm | 26.86 ₹3,86,784 | 30.18 ₹4,34,592 | 27.16 ₹3,91,104 | 26.26 ₹3,78,144 Lowest |
| 7.00 | Filling and laying of nonwoven Geo-textile bag of dimension 2.00mx1.50m including excavation of sand/silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand/silt, having minimum volume 0.612 Cum after filling, double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, laying at proper site including all handling charges and local carriage within a distance of 100m complete as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost)
Without Boat | 4,566 | Bag | 584.12 ₹26,67,091.92 | 656.32 ₹29,96,757.12 | 590.8 ₹26,97,592.8 | 570.99 ₹26,07,140.34 Lowest |
| 8.00 | Labour charge for laying for laying Geo-fabric sheet as filter below pitching including carrying ,lappig ,wraping & stitching as directed by the Engineer-in charge. | 2,678 | Sqm | 11.36 ₹30,422.08 | 12.79 ₹34,251.62 | 11.45 ₹30,663.1 | 11.13 ₹29,806.14 Lowest |
| 9.00 | Filling and laying of Geo bags of size 1.03m X 0.70m including excavation of sand/silt of size more than 80 micron from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand/silt having minimum weighing 126.00 Kg and minimum volume 0.084 Cum after filling ,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost)
Without Boat | 16,636 | Bag | 54.59 ₹9,08,159.24 | 61.34 ₹10,20,452.24 | 55.21 ₹9,18,473.56 | 53.36 ₹8,87,696.96 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
20 Jan 2026, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Restoration on Puthimari L/B embankment from Barpathar village to Baghdoba village.
2026_DoWR_50154_1
TAMULPUR/2025-26/PDNA/WORK/I
Open Tender
Civil Works
Works
180 days
TAMULPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2.3 L
Yes
21 May 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
20 Jan 2026
15 Jan 2026
Earth work in embankment by tractor trailer carriage by Mechanical means 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 4cm cube, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. For initial Lead up to 1.00 Km for all lifts.
Earth work in bank trimming to the designed section/slope by manual means including removing the trimmed soils to a minimum distance of 30 m complete as directed.
Carriage of 300 gsm Geo sheet of including loading & unloading, stacking cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed. (Distance to be calculated from Divisional Store = 10.00KM)
Carriage of Geo Bags of size 2.00 × 1.50 m including loading & unloading, stacking cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed. (Distance to be caculated from Div. store =10.00KM)
Carriage of Geo Bags of size 1.03 × 0.70 m / 1.0 x 0.7m including loading & unloading, stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed.(Distance to be caculated from Div. store = 10.00KM)
Turfing with grass sods of largest possible rectangle of 12 cm minimum thickness placed closely including dressing of earth paging with jati bamboo splits watering till the grass grows for a lead up to 9o m and for all lift etc. Complete as directed.
Filling and laying of nonwoven Geo-textile bag of dimension 2.00mx1.50m including excavation of sand/silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand/silt, having minimum volume 0.612 Cum after filling, double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, laying at proper site including all handling charges and local carriage within a distance of 100m complete as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Boat
Labour charge for laying for laying Geo-fabric sheet as filter below pitching including carrying ,lappig ,wraping & stitching as directed by the Engineer-in charge.
Filling and laying of Geo bags of size 1.03m X 0.70m including excavation of sand/silt of size more than 80 micron from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand/silt having minimum weighing 126.00 Kg and minimum volume 0.084 Cum after filling ,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly as directed. (Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Boat
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