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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC HOSPITAL ROAD P O SONAIMUKH TULARGRAM P I WARD NO 02 SONAI CACHAR ASSAM 788119 | CACHAR | ASSAM | 788119 | ₹1.9 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹1.9 Cr+₹1.9 L (1.01%)Rejected-AOC VILL P O MATIJURI P S HAILAKANDI DIST HAILAKANDI ASSAM PIN 788155 | MATIJURI | HAILAKANDI | ASSAM | 788155 | ₹1.9 Cr+₹1.9 L (1.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| 3 | L3₹1.9 Cr+₹1.9 L (1.01%)Rejected-AOC NARAINPUR PART IV CITY TOWN HAILAKANDI P O NARAINPUR P S HAILAKANDI DISTRICT HAILAKANDI PIN 788152 | HAILAKANDI | ASSAM | 788152 | ₹1.9 Cr+₹1.9 L (1.01%) | L3 | Rejected-AOC Not Qualified for AOC |
| 4 | L4₹1.9 Cr+₹1.9 L (1.01%)Rejected-AOC H NO 61 KALYANI SAGAR PATH BAGADATPUR KAHILIPARA DIST KAMRUP M | KAMRUP | ASSAM | 781030 | ₹1.9 Cr+₹1.9 L (1.01%) | L4 | Rejected-AOC Not Qualified for AOC |
| 5 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical Technically Non-Responsive |
| Sl No | Description | Qty | Unit | M/S CMC ASSOCIATES L4 | AMZAD HUSSAIN LASKAR L2 | SKYLINE ENTERPRISE L3 | NURUL ISLAM LASKAR L1 |
|---|---|---|---|---|---|---|---|
| 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.
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 and upto 10 Km and for all lifts.
L=6 km | 23,767.5 | Cum | 429.12 ₹1,01,99,109.6 | 434 ₹1,03,15,095 | 429.13 ₹1,01,99,347.28 | 426 ₹1,01,24,955 Lowest |
| 2.00 | Collection and supply of sand from approved quarry of specified grade for construction work free from debries and other foreign material etc. complete as directed.
Pucca road :
For 1st km
For every km extra lead beyond initial lead of 1 km and upto 10km .
L=5 km | 3,549.15 | Cum | 1,014.21 ₹35,99,583.42 | 1,000 ₹35,49,150 Lowest | 1,014.1 ₹35,99,193.02 | 1,000 ₹35,49,150 Lowest |
| 3.00 | 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. | 100 | Tube | 22,618.53 ₹22,61,853 | 22,400 ₹22,40,000 Lowest | 22,618.5 ₹22,61,850 | 22,400 ₹22,40,000 Lowest |
| 4.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar | 95.42 | M³ | 2,109.64 ₹2,01,301.85 | 2,080 ₹1,98,473.6 Lowest | 2,109.6 ₹2,01,298.03 | 2,080 ₹1,98,473.6 Lowest |
| 5.00 | Brick work with common burnt clay modular bricks of class designation
7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand) | 95.42 | M³ | 6,661.02 ₹6,35,594.53 | 6,550 ₹6,25,001 Lowest | 6,661 ₹6,35,592.62 | 6,550 ₹6,25,001 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.6 | M³ | 8,541.03 ₹1,84,486.25 | 8,460 ₹1,82,736 Lowest | 8,541 ₹1,84,485.6 | 8,460 ₹1,82,736 Lowest |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | 2,653.73 | Kg | 109.67 ₹2,91,034.57 | 107 ₹2,83,949.11 Lowest | 109.67 ₹2,91,034.57 | 107 ₹2,83,949.11 Lowest |
| 8.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
B With Natural Gravel
IV RCC Grade M 25
i)For height upto 5 m | 40.93 | M³ | 8,038.8 ₹3,29,028.08 | 8,000 ₹3,27,440 Lowest | 8,038.8 ₹3,29,028.08 | 8,000 ₹3,27,440 Lowest |
| 9.00 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
1:6 (1cement : 6 coarse sand) | 12 | Sqm | 988.72 ₹11,864.64 | 970 ₹11,640 Lowest | 988.72 ₹11,864.64 | 970 ₹11,640 Lowest |
| 10.00 | M S Plate 6 mm for Shutter | 455 | kg | 127.53 ₹58,026.15 | 125 ₹56,875 Lowest | 127.53 ₹58,026.15 | 125 ₹56,875 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 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 Dholeswar at Uttar Kanchanpur area.
2026_DoWR_50216_1
HAILAKANDI/2025-26/ PDNA/WORK/VIII
Open Tender
Civil Works
Works
180 days
HAILAKANDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹3.8 L
Yes
4 Jul 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
20 Jan 2026
16 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. 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 and upto 10 Km and for all lifts. L=6 km
Collection and supply of sand from approved quarry of specified grade for construction work free from debries and other foreign material etc. complete as directed. Pucca road : For 1st km For every km extra lead beyond initial lead of 1 km and upto 10km . L=5 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.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel IV RCC Grade M 25 i)For height upto 5 m
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:6 (1cement : 6 coarse sand)
M S Plate 6 mm for Shutter
M.S. Angle 75 x75 X 6 mm mm for stiffener
M.S.Channel 75x75 mm for guide
M.S.Angle 75 x 75 x 6 mm for guide
M.S.Channel 75X 75 mm for top and bottom
M.S Shaft 75 mm diameter
G.I.Pipe 25 mm
HD Thrust bearing 50 mm dia
Nuts and botls, assorted size
M.S.Electrodes 8 swg
painting brush 3"11
Steel wire brush
Emery paper
Antisol red oxide paint
Turpentine oil
Thread cutting (Square) 1 TPI/2 TPI including fine finishing and making hole in one end as per direction for sizes as given below a) 40 mm
Filled D.A. Gas
Filled Oxygen Gas
75mm x75 mmx 6 mm size MS angle for gangway posts and railing
MS plate 6 mm size for gangway
Waste cotton
C.I. Boss with internal thread cutting 1 TPI/2 TPI, making groove for bearing slot for lock plate and 1.5" drill for providing handle as per direction for the following sizes: (dia. × height) a) 125 mm × 150 mm
M.S. lock plate 300 mm × 300 mm of the following thickness as per direction including supply of materials. (Machine finished) a) 8 mm
Clamp for lock plate
M.S. base plate 300 mm × 300 mm of the following thickness as per direction including supply of materials. (Machine finished) a) 10 mm
shaft pin with length upto 150 mm for the following dia a)12 mm
Redoxide Primer
Painter
Fitter Grade 1
Ordinary / unskilled labour
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