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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.3 LAccepted-AOC KATIGORAH CACHAR ASSAM 788805 | KATIGORAH | CACHAR | ASSAM | 788805 | ₹93.3 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹93.3 L+₹1,345.81 (0.01%)Rejected-AOC MOHANPUR PART III MOHANPUR HAILAKANDI ASSAM 788150 | HAILAKANDI | HAILAKANDI | ASSAM | 788150 | ₹93.3 L+₹1,345.81 (0.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | farooq ahmed barbhuiya L1 | D A Builder & Consultancy L2 |
|---|---|---|---|---|---|
| 1.00 | Cutting bamboo, uprooting roots & stumps including removing them from the site of work, etc. complete as directed. | 30 | Sqm | 673.18 ₹20,195.4 Lowest | 673.18 ₹20,195.4 Lowest |
| 2.00 | Uprooting bamboo clumps where bamboo already removed including removing stumps to a minimum distance of 30 m etc., complete as directed. | 30 | Sqm | 346.28 ₹10,388.4 Lowest | 346.28 ₹10,388.4 Lowest |
| 3.00 | 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.
Compaction with three wheel static roller of 80-100 kN capacity
For initial Lead up to 1.00 Km for all lifts.
For beyond initial 1 Km & up to 10.00 Km & for all lifts.
L=6 Km | 11,215.1 | Cum | 429 ₹48,11,277.9 Lowest | 429.12 ₹48,12,623.71 |
| 4.00 | Filling of geo-tubes (25m long and 4.3m circumference) with sand volume 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specifications, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 2.5m 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. | 60 | Tube | 22,618.53 ₹13,57,111.8 Lowest | 22,618.53 ₹13,57,111.8 Lowest |
| 5.00 | 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. | 329.33 | Cum | 143.56 ₹47,278.61 Lowest | 143.56 ₹47,278.61 Lowest |
| 6.00 | Supply of Galvanized Wire Netting Sheet made of 8 SWG wire 152 mm square mesh in sheet 2.57 m × 1.66 m with longitudinal wire at 152 mm centre and 76 mm projection of each wire on all sides beyond the net size of 2.42 m × 1.5 m having knots of 12 SWG at every joints, weight of each sheet should not be less than 6.3 Kg/sheet. | 128 | Sheet | 1,204.62 ₹1,54,191.36 Lowest | 1,204.62 ₹1,54,191.36 Lowest |
| 7.00 | Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon) | 65,549 | Rm | 0.13 ₹8,521.37 Lowest | 0.13 ₹8,521.37 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 = 12 Km | 4,689 | Bag | 0.22 ₹1,031.58 Lowest | 0.22 ₹1,031.58 Lowest |
| 9.00 | Carriage of Geo Bags of size 2.00 x 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..
Distance12 Km | 635 | Bag | 1.54 ₹977.9 Lowest | 1.54 ₹977.9 Lowest |
| 10.00 | 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 = 12 Km | 2,548.5 | Sqm | 0.21 ₹535.19 Lowest | 0.21 ₹535.19 Lowest |
Tender Value
₹93.3 L
EMD Value
₹1.9 L
Closing Date
20 Jan 2026, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/o the Chief Engineer, WRD, Assam, AWC Basistha, Ghy 29
Restoration of dyke at different reaches on R/B of river Katakhal at Moragang area.
2026_DoWR_50217_1
HAILAKANDI/2025-26/ PDNA/WORK/IX
Open Tender
Civil Works
Works
180 days
HAILAKANDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹1.9 L
Yes
19 May 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
20 Jan 2026
16 Jan 2026
Cutting bamboo, uprooting roots & stumps including removing them from the site of work, etc. complete as directed.
Uprooting bamboo clumps where bamboo already removed including removing stumps to a minimum distance of 30 m etc., 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. Compaction with three wheel static roller of 80-100 kN capacity For initial Lead up to 1.00 Km for all lifts. For beyond initial 1 Km & up to 10.00 Km & for all lifts. L=6 Km
Filling of geo-tubes (25m long and 4.3m circumference) with sand volume 32.265 cum by using mud pump not below the fill height of 0.70m as per drawing and technical specifications, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 2.5m 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.
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.
Supply of Galvanized Wire Netting Sheet made of 8 SWG wire 152 mm square mesh in sheet 2.57 m × 1.66 m with longitudinal wire at 152 mm centre and 76 mm projection of each wire on all sides beyond the net size of 2.42 m × 1.5 m having knots of 12 SWG at every joints, weight of each sheet should not be less than 6.3 Kg/sheet.
Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon)
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 = 12 Km
Carriage of Geo Bags of size 2.00 x 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.. Distance12 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, etc. completed as directed. Distance = 12 Km
Collection and supply of River silt by truck carriage free from debries and other foreign material, etc. complete as directed. By mechanical Means For initial up to 1.00 Km & for all lifts.
Filling and laying in cage with sand/silt filled Geo bags of size 1.03 m × 0.70 m inluding 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 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. Without Boat
Filling and laying of nonwoven Geo - textile bag of dimension 2.00 m × 1.50 m inluding 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. With Mar Boat
Earth work in excavation in foundation of filter drain in all kinds of soil to the designed section and levels along the river bank slope including depositing the spirits in safe distance and with all leads & lifts complete as directed.
Labour charge for laying Geo fabric sheet as filter bellow pitching including carrying, lapping, wrapping & stitching as directed by the Engineer-in-Charge.
Filling and laying of Geo bags of size 1.03 m × 0.70 m including excavation of sand/silt of size more than 80 micron 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. Without Boat
Collection of river gravel & shingles of size 20 mm to 40 mm in average free from dust, dirt and other foreign materials including necessary carriage and stacking in regular measurable stacks at quarry site, monopoly etc. complete as directed. Kutcha road For 1st Km, For every km extra lead beyond initial lead of 1 km & upto 10 km. Pucca road for every km extra lead beyond initial lead of 1 km and upto 10 km For every km extra lead beyond 10 km & upto 20km for every km extra lead beyond 20 km. l= 54 km
Labour charge for filling the inverted filter drain both horizontal/vertical drain/filter medium with river shingles of size 10-38mm in layers, / brick bats of size 10-40mm to the designed sections and levels including local carriage of materials from a distance of 150m complete as directed.
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