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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC MOROWA MADHAPUR MUKALMUA NALBARI ASSAM | MUKALMUA | NALBARI | ASSAM | ₹3.1 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹3.1 Cr+₹1,592.96 (<0.01%)Rejected-AOC BHITAR KOKILA GAON NEEMATI NEEMATIGHAT JORHAT ASSAM 785010 | JORHAT | JORHAT | ASSAM | 785010 | ₹3.1 Cr+₹1,592.96 (<0.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | SOMESWAR DAS L2 | DILNUR ALI L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 51 | Tube | 22,618.53 ₹11,53,545.03 Lowest | 22,618.53 ₹11,53,545.03 Lowest |
| 2.00 | Earth work in embankment by tractor trailer carriageby Mechanical means with locally availableordinary/normal soil excluding sandy and rocky soilfree from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughingor roughening or benching the seats, removing alldebries, breaking clods up to 4cm cube, dressing asper design section and compaction with three wheelstatic roller of 80-100 KN capacity in layers notexceeding 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.
For beyond initial 1 Km & up to 10.00 Km & for all lifts.
Total Lead=2Km | 82,491.1 | cum | 301.04 ₹2,48,33,120.74 Lowest | 301.04 ₹2,48,33,120.74 Lowest |
| 3.00 | Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90 m and all lifts, etc. complete as directed. | 52,826 | sqm | 30.18 ₹15,94,288.68 Lowest | 30.18 ₹15,94,288.68 Lowest |
| 4.00 | Medium Jungles: Clearing medium jungles and trees up to 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.) | 37,872 | sqm | 17.31 ₹6,55,564.32 Lowest | 17.31 ₹6,55,564.32 Lowest |
| 5.00 | 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.
Trees above 0.50 m and up to 1 m girth: | 150 | Each | 248.08 ₹37,212 Lowest | 248.08 ₹37,212 Lowest |
| 6.00 | Cutting bamboo, uprooting roots & stumps including removing them from the site of work, etc. complete as directed. | 270 | sqm | 673.18 ₹1,81,758.6 Lowest | 673.18 ₹1,81,758.6 Lowest |
| 7.00 | Earthwork 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. | 1,195.35 | cum | 143.56 ₹1,71,604.45 Lowest | 143.56 ₹1,71,604.45 Lowest |
| 8.00 | Carriage of Geo Bags of size 1.03 × 0.70 m including loading & unloading, stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed.
Distance= 35 km | 8,419 | Each | 0.65 ₹5,472.35 Lowest | 0.65 ₹5,472.35 Lowest |
| 9.00 | 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= 35 km | 1,324 | Each | 4.48 ₹5,931.52 Lowest | 4.48 ₹5,931.52 Lowest |
| 10.00 | Filling and laying of Geo bags of size 1.03 m × 0.70 m excluding excavation of sand/silt from flood plain or adjacent chars within a distance of 90 m 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 150 m and laying properly as directed. (Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost)
Without Boat | 5,995 | Each | 47.82 ₹2,86,680.9 Lowest | 47.82 ₹2,86,680.9 Lowest |
Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
8 Jan 2026, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Restoration of damaged embankment on R/B of river Pagladia in between Bijuli ghat and Adabari.
2025_DoWR_49722_1
NALBARI/2025-26/PDNA/WORK/II
Open Tender
Civil Works
Works
180 days
Nalbari
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹6.1 L
Yes
21 May 2026
29 Dec 2025
8 Jan 2026
29 Dec 2025
8 Jan 2026
2 Jan 2026
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 tractor trailer carriageby Mechanical means with locally availableordinary/normal soil excluding sandy and rocky soilfree from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughingor roughening or benching the seats, removing alldebries, breaking clods up to 4cm cube, dressing asper design section and compaction with three wheelstatic roller of 80-100 KN capacity in layers notexceeding 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. For beyond initial 1 Km & up to 10.00 Km & for all lifts. Total Lead=2Km
Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90 m and all lifts, etc. complete as directed.
Medium Jungles: Clearing medium jungles and trees up to 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. Trees above 0.50 m and up to 1 m girth:
Cutting bamboo, uprooting roots & stumps including removing them from the site of work, etc. complete as directed.
Earthwork 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 Geo Bags of size 1.03 × 0.70 m including loading & unloading, stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed. Distance= 35 km
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= 35 km
Filling and laying of Geo bags of size 1.03 m × 0.70 m excluding excavation of sand/silt from flood plain or adjacent chars within a distance of 90 m 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 150 m and laying properly as directed. (Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Boat
Filling and laying in cage with sand/silt filled Geo bags of size 1.03 m × 0.70 m excluding excavation of specified sand/silt from flood plain or adjacent chars within a distance of 90 m of the work site, filling geo bags with sand 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 without boat 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 laying properly. in cages made of wire netting sheets of size 2.57 × 1.66 m of 8 G galvanized wire making the cage from 2 nos. of wire netting sheet by tying the projected wires complete as directed. (Geo Bag, Wire Netting Sheets and Polypropylene thread will be supplied by the department free of cost) Without Boat
Filling and laying of nonwoven Geo - textile bag of dimension 2.00 m × 1.50 m excluding excavation of specified sand/silt from flood plain or adjacent chars within a distance of 90 m of the work site, filling geo bags with sand 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 100 m complete as directed. (Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without boat
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 =35km
Labour charge for laying Geo fabric sheet as filter bellow pitching including carrying, lapping, wrapping & stitching as directed by the Engineer-in-Charge.
Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon).
Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from the stack yard to the place of launching, erection of the Porcupine with 6 (Six) members properly, supply & fitting/fixing with 12 mm dia. 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m). Launching without boat
Carriage of PSC porcupine members of size 0.10 m × 0.10 m × 3.00 m from Stack yard to Work Site including loading, unloading & stacking. Distance= 10 km
Collection and supply of River silt by truck carriage free from debries and other foreign material, etc. complete as directed. By manual Means For initial up to 1.00 Km & for all lifts.
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