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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.9 LAccepted-AOC SEUNI ALI A T ROAD H NO 846 PO PS JORHAT DIST JORHAT PIN 785001 | JORHAT | ASSAM | 785001 | ₹42.9 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹43.0 L+₹1,061.50 (0.02%)Rejected-AOC | ₹43.0 L+₹1,061.50 (0.02%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | GLOBAL POWER AND ENGINEERS L1 | Kaziranga Galvanizers Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | 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.
A. Compaction with three wheel static roller of 80-100 kN capacity
For initial Lead up to 1.00 Km for all lifts. (Total length=1 km) | 9,650 | Cum | 311.35 ₹30,04,527.5 Lowest | 311.46 ₹30,05,589 |
| 2.00 | 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. | 29 | Tube | 22,618.53 ₹6,55,937.37 Lowest | 22,618.53 ₹6,55,937.37 Lowest |
| 3.00 | Carriage of Geo Bags of size 1.03 x 0.70 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed. (L= 25 km) | 6,947 | Bag | 0.47 ₹3,265.09 Lowest | 0.47 ₹3,265.09 Lowest |
| 4.00 | 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 completed as directed(L= 28 km) | 1,260 | Sqm | 0.49 ₹617.4 Lowest | 0.49 ₹617.4 Lowest |
| 5.00 | Filling and laying in PVC coated W.N box of size 1.5 m x 1.5m x 0.45m with sand/silt filled geobags of size 1.03 m x 0.70 m including excavation of sand/silt, filling geobags with sand/silt, having minimum weighing 126 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 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 150 m and lying properly in PVC W.N box, complete as directed.
Without boat | 3,840 | Nos | 54.5 ₹2,09,280 Lowest | 54.5 ₹2,09,280 Lowest |
| 6.00 | Labour charge for laying geo fabric sheet as filter nbelow pitching including carrying, lapping, wrapping and stitching as directed by Engineer In charge. | 1,260 | Sqm | 12.79 ₹16,115.4 Lowest | 12.79 ₹16,115.4 Lowest |
| 7.00 | Filling and laying of Geo bags of size 1.03m X 0.70m including excavation of specified silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with 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.
Without boat | 3,107 | Bag | 61.34 ₹1,90,583.38 Lowest | 61.34 ₹1,90,583.38 Lowest |
| 8.00 | Earthwork in bank trimming to the designed section /slope by mechanical means including removing the trimmed soils to a minimum distance of 30 m, complete as directed. | 1,609 | Cum | 117.02 ₹1,88,285.18 Lowest | 117.02 ₹1,88,285.18 Lowest |
| 9.00 | Earth work in excavation of drainage channel by mechanical means to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed. For lead up to 50 m and all lifts .
NormaL soil | 45 | Cum | 116.43 ₹5,239.35 Lowest | 116.43 ₹5,239.35 Lowest |
| 10.00 | Supply of Ordinary labour for various misceleneous petty works. | 42 | Manday | 490.36 ₹20,595.12 Lowest | 490.36 ₹20,595.12 Lowest |
Tender Value
₹43.0 L
EMD Value
₹85,910
Closing Date
13 Jan 2026, 2:00 pmClosed
Chief Engineer, W.R. Department
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Restoration of flood damage for PDNA 2022 of Kakodonga R/B from Borholla to Borboruah Ali.
2026_DoWR_49897_1
JORHAT/2025-26/ PDNA/WORK/VI
Open Tender
Civil Works
Works
180 days
Jorhat
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
₹85,910
Yes
30 Jul 2026
3 Jan 2026
13 Jan 2026
3 Jan 2026
13 Jan 2026
9 Jan 2026
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. A. Compaction with three wheel static roller of 80-100 kN capacity For initial Lead up to 1.00 Km for all lifts. (Total length=1 km)
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.
Carriage of Geo Bags of size 1.03 x 0.70 m including loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed. (L= 25 km)
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 completed as directed(L= 28 km)
Filling and laying in PVC coated W.N box of size 1.5 m x 1.5m x 0.45m with sand/silt filled geobags of size 1.03 m x 0.70 m including excavation of sand/silt, filling geobags with sand/silt, having minimum weighing 126 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 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 150 m and lying properly in PVC W.N box, complete as directed. Without boat
Labour charge for laying geo fabric sheet as filter nbelow pitching including carrying, lapping, wrapping and stitching as directed by Engineer In charge.
Filling and laying of Geo bags of size 1.03m X 0.70m including excavation of specified silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with 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. Without boat
Earthwork in bank trimming to the designed section /slope by mechanical means including removing the trimmed soils to a minimum distance of 30 m, complete as directed.
Earth work in excavation of drainage channel by mechanical means to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed. For lead up to 50 m and all lifts . NormaL soil
Supply of Ordinary labour for various misceleneous petty works.
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