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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC MAINAOPURI TITAGUTI KOKRAJHAR BTAD ASSAM 783370 | KOKRAJHAR | ASSAM | 783370 | ₹2.0 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹2.0 CrRejected-AOC ASSAM AS | ₹2.0 Cr | L2 | Rejected-AOC Not Qualified for AOC |
| 3 | Rejected-Technical ASSAM AS | - | - | Rejected-Technical Technically Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| Sl No | Description | Qty | Unit | RWIRUP MUSHAHARY L1 | BIRKHANG BASUMATARY L2 |
|---|---|---|---|---|---|
| 1.00 | Light Jungles: Clearing light jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work up to a distance of 30 m, etc. complete as directed. (When 30% of the area is covered by shrubs, trees etc.) | 7,500 | Sqm | 11.1 ₹83,250 | 11.15 ₹83,625 |
| 2.00 | Earth work in embankment by Tractor-trailer carriage by mechanical means with locally available ordinary soil excluding rocky soil free from roots & vegetation and filling in uniform layers not exceeding 22 cm. thick including ploughing or roughening or benching the seats, removing all debris, breaking clods up to 2.5 cm cube, dressing as per design section, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted earth work on account of shrinkage.)
For initial lead up to 1 Km and for all lifts | 5,245.05 | Cum | 283.25 ₹14.9 L | 283.05 ₹14.8 L |
| 3.00 | Earth work in embankment by Tractor-trailer carriage by mechanical means with locally available ordinary soil excluding rocky soil free from roots & vegetation and filling in uniform layers not exceeding 22 cm. thick including ploughing or roughening or benching the seats, removing all debris, breaking clods up to 2.5 cm cube, dressing as per design section, etc. complete as directed.(10% deduction will be made from the section measured quantities of the completed and compacted earth work on account of shrinkage). For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.(Extra Lead=5km) | 5,245.05 | Cum | 105.3 ₹5.5 L | 105.6 ₹5.5 L |
| 4.00 | Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10 m × 0.10 m × 3.00 m with M - 30 grade of cement concrete conforming to IS 1343:2012 using super-plasticizer @1.2 lit/bag of cement with graded broken coarse aggregates up to 20 mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 nos. of 4 mm dia. high tensile steel wire cable/strand with necessary cover and 4 mm high tensile stirrups at 250 mm C/C, in conformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia. at 50 cm inside from both ends in the same face and in either face of post another 2 nos. of holes of size 16 mm dia. at 65 mm inside from both ends including properly curing for 21 (Twenty one) days and carriage of porcupine members from factory to the stack yard within a distance up to 50 Km including loading, unloading & stacking complete as directed. | 1,728 | Member | 1,125.89 ₹19.5 L | 1,125.89 ₹19.5 L |
| 5.00 | Carriage of PSC porcupine members of size 0.10m × 0.10m × 3.00m from Stack yard to Work Site including loading, unloading & stacking etc. complete as directed. (Distance=40 km) | 1,728 | Member | 109.54 ₹1.9 L | 109.54 ₹1.9 L |
| 6.00 | 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. | 288 | Porcupine | 715.75 ₹2.1 L | 715.75 ₹2.1 L |
| 7.00 | Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil.
Upto 3m depth | 100 | Cum | 188.83 ₹18,883 | 188.83 ₹18,883 |
| 8.00 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling | 35 | Cum | 2,176.59 ₹76,180.65 | 2,176.59 ₹76,180.65 |
| 9.00 | Brick Soling:Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 105 | Sqm | 1,007.2 ₹1.1 L | 1,007.2 ₹1.1 L |
| 10.00 | Plain/reinforced concrete in foundations: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. With natural gravel
i) P.C.C grade M 10 , Nominal mix 1:3:6 | 35 | Cum | 7,468.75 ₹2.6 L | 7,468.75 ₹2.6 L |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
26 Dec 2025, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/o the Chief Engineer, Water Resources Department, Assam, AWC Ghy 29
Raising and Strengthening of DRDA Embankment near Jagannath Temple at Kokrajhar Bagisagaon including installation of Sluice gate with A/E measuresof Gaurang River on R/B.
2025_DoWR_49109_1
KOKRAJHAR/2025-26/SOPD-G/I
Open Tender
Civil Works
365 days
KOKRAJHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹4.0 L
Yes
14 Feb 2026
8 Dec 2025
26 Dec 2025
8 Dec 2025
26 Dec 2025
16 Dec 2025
Light Jungles: Clearing light jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work up to a distance of 30 m, etc. complete as directed. (When 30% of the area is covered by shrubs, trees etc.)
Earth work in embankment by Tractor-trailer carriage by mechanical means with locally available ordinary soil excluding rocky soil free from roots & vegetation and filling in uniform layers not exceeding 22 cm. thick including ploughing or roughening or benching the seats, removing all debris, breaking clods up to 2.5 cm cube, dressing as per design section, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted earth work on account of shrinkage.) For initial lead up to 1 Km and for all lifts
Earth work in embankment by Tractor-trailer carriage by mechanical means with locally available ordinary soil excluding rocky soil free from roots & vegetation and filling in uniform layers not exceeding 22 cm. thick including ploughing or roughening or benching the seats, removing all debris, breaking clods up to 2.5 cm cube, dressing as per design section, etc. complete as directed.(10% deduction will be made from the section measured quantities of the completed and compacted earth work on account of shrinkage). For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.(Extra Lead=5km)
Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10 m × 0.10 m × 3.00 m with M - 30 grade of cement concrete conforming to IS 1343:2012 using super-plasticizer @1.2 lit/bag of cement with graded broken coarse aggregates up to 20 mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 nos. of 4 mm dia. high tensile steel wire cable/strand with necessary cover and 4 mm high tensile stirrups at 250 mm C/C, in conformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia. at 50 cm inside from both ends in the same face and in either face of post another 2 nos. of holes of size 16 mm dia. at 65 mm inside from both ends including properly curing for 21 (Twenty one) days and carriage of porcupine members from factory to the stack yard within a distance up to 50 Km including loading, unloading & stacking complete as directed.
Carriage of PSC porcupine members of size 0.10m × 0.10m × 3.00m from Stack yard to Work Site including loading, unloading & stacking etc. complete as directed. (Distance=40 km)
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.
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil. Upto 3m depth
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling
Brick Soling:Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
Plain/reinforced concrete in foundations: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. With natural gravel i) P.C.C grade M 10 , Nominal mix 1:3:6
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 i) With crushed stone (A) R.C.C grade M 20 (b) For nominal mix 1:2:4(Hand mixed) (i) Height upto 5 M
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.2 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a)TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.3. 500 mm dia piles
Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 20.6.1. Single pile upto 50 tonne Safe capacity 20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity
12 mm cement plaster of mix : 13.4.1 1:4 (1 cement: 4 coarse sand)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. i.Granular material
Supply of Galvanized Wire Netting Sheet made of 8 SWG wire 152 mm square mesh in sheet 2.57 m × 1.66m 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 non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017 Sqm ₹ 80.37 (i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N (vi) Permittivity ≥1.25 s-1(vii)Permeability ≥60l/m2/sec (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80% (x) Mass ≥ 300gm/m² (xi)Thickness at 2KPa ≥3mm. (Each Roll of Geo Fabric Sheet should be supplied in properly packed Bundles and should be marked with the Name of Manufacturer, Batch Number & its dimensions clearly on each roll with “WRD Govt of ASSAM” to be printed on it and mentioning properly the GSM and type of polymer and Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material).
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 4 KM from Divisional storeroom to Worksite )
Labour charge for laying Geo fabric sheet as filter bellow pitching including carrying, lapping, wrapping & stitching as directed by the Engineer-in-Charge.
Collection of blasted boulder of size 23cm. to 30cm in average and minimum weight 30Kg having (i) specific gravity not less than 2.65, (ii) Aggregate Chrushing <30% (wearing) & < 45% (non wearing) (III) Impact Value(%) max <30% (wearing) & < 45% (non wearing) and (IV) Abrasion Value(%) <30% (wearing) & < 50% (non wearing)( Materials conforming to IS 2386 part III & IV 1963) and Free from dust, dirt and other foreign materials including local carriage and stacking in regular measurable stacks of approximate 1 (one) m. height at site, etc. complete as directed.(10% under sized (minimum 10 cm ) boulder is allowable for packing/filling the gaps occurred during execution of works)(15% deduction will be made from the stack measured quantities on account of void)
Labour charge for dumping boulder in cage 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, filling boulder inside in cage, launching the same in position, including all handling charges and including site carriage of boulder from stack yard/ dump site within a distance of 150 m. etc. and complete as directed. (Wire netting sheets to be supplied by the Department (free of cost) 5.01.1 Without boat
Labour charge for laying and pitching boulder of 23 cm to 30 cm size (man size) including dressing the seat, ramming to proper size & slope, properly hand packed including site carriage of boulder from stacks within a distance of 150 m etc. complete as directed 5.05.1 Without boat
Fabrication of 2 no shutter : M.S. plate 6 mm for shutter and overtop
Fabrication of 2 no shutter : M.S. channel (100 x 50 ) mm for stiffeners.
Fabrication of 2 no shutter : M.S. flat (50 x 6 ) mm for fixing rubber seal
Fabrication of 2 no shutter : 'J' type rubber seal 125 mm
Fabrication of 2 no shutter : Nuts & bolts ( assorted size )
Fabrication of 2 no shutter : M.S. washer ( assorted size )
Fabrication of 2 no shutter : M.S. Electrode 8.S WG
Fabrication of 2 no shutter : Red Oxide Primer
Fabrication of 2 no shutter : Antisol Red Oxide paint
Fabrication of 2 no shutter : Turpentine Oil
Fabrication of 2 no shutter : Steel wire brush
Fabrication of 2 no shutter : Painting brush 3"
Fabrication of 2 no shutter : Filled Oxygen Gas
Fabrication of 2 no shutter : Filled DA Gas
Fabrication of 2 no shutter : 'J' type Rubber seal corner 125 mm
Fabrication of 2 no shutter : H.S. Diesel for Generator etc
Fabrication & installation of Guide channel for three no of shutter: M.S. Channel 150 x75 mm for Guide, Top & Bottom channel etc
Fabrication & installation of Guide channel for three no of shutter: M.S. plat 6 mm
Fabrication & installation of Guide channel for three no of shutter: Separator stut with nut on both end with tube of length 250 mm to 460 mm
Fabrication & installation of Guide channel for three no of shutter: M.S. Electrode 8 SWG
Fabrication & installation of Guide channel for three no of shutter: Filled Oxygen Gas
Fabrication & installation of Guide channel for three no of shutter: Filled DA Gas
Fabrication & installation of Guide channel for three no of shutter: Red Oxide primer
Fabrication & installation of Guide channel for three no of shutter: Antisol Red Oxide paint
Fabrication & installation of Guide channel for three no of shutter: Turpentine Oil
Fabrication & installation of Guide channel for three no of shutter: Steel Wire Brush
Fabrication & installation of Guide channel for three no of shutter: Painting Brush 3̋"
Fabrication & installation of Guide channel for three no of shutter: Nuts & Bolts ( assorted size )
Fabrication & installation of Guide channel for three no of shutter: M.S Washer ( Assorted size )
Fabrication & installation of Guide channel for three no of shutter: H.S. Diesel for Generator etc
Installation of Platform & Lifting arrangement : M.S. Plate form
Installation of Platform & Lifting arrangement : M.S. Angle 75 x75 x 6 mm
Installation of Platform & Lifting arrangement : M.S. Electrode 8 SWG
Installation of Platform & Lifting arrangement : Red Oxide Primer
Installation of Platform & Lifting arrangement : Antisol R
ed Oxide paint
Installation of Platform & Lifting arrangement : Turpentine Oil
Installation of Platform & Lifting arrangement : Filled Oxygen Gas
Installation of Platform & Lifting arrangement : Filled DA Gas
Installation of Platform & Lifting arrangement : H.S. Diesel for Generator etc
Installation of Platform & Lifting arrangement : M.S. Shaft ( Best Quality ) 50 mm dia
Installation of Platform & Lifting arrangement : Thread cutting 2 TPI including fine finishing and making hole in one end as per direction.50mm
Installation of Platform & Lifting arrangement : C.I. Boss with internal thread cutting 2 TPI making groove for bearing slot for lock plate & 1.5" drill for providing handle as per direction for size : 125 mm x 150 mm
Installation of Platform & Lifting arrangement : G.I. pipe of Size 25 mm
Installation of Platform & Lifting arrangement : M.S. base Plate 300 x 300 x 10 mm
Installation of Platform & Lifting arrangement : M.S. lock Plate 300 x 300 x 8 mm
Installation of Platform & Lifting arrangement : H.D. Thrust ball bearing (best quality)ISI specified a)50 mm
Installation of Platform & Lifting arrangement : Clamp for lock plate
Installation work and Misc items : Hire charge of crane with capacity 8 tonne with operator excluding fuel & lubricant.
Installation work and Misc items : Ordinary labours for helping works of lifting and carrying sluice gate materials, other allied works etc. @ 8 nos for 20 days
Installation work and Misc items : Arc welding cable 600 amps
Installation work and Misc items : Matured Jati Bamboo 75mm to 100mm dia and 6 m to 7 m long
Installation work and Misc items : Coir rope
Installation work and Misc items : Lubricating for generators and machineries
Installation work and Misc items : W B Grease
Installation work and Misc items : Waste cotton
Installation work and Misc items : First Aid Kit (comprising of items like Bandaid,detol100ml,iodin olution,antiseptic cream, scissor,cotton,bandage,burnol,spry etc complete)
Installation work and Misc items : Gas cutting hose , 12 mm dia ( Red & Black )
Installation work and Misc items : Leather hand gloves
Installation work and Misc items : Arc welding mask
Installation work and Misc items : Gas cutting nozzle
Installation work and Misc items : Hacksaw blade 1.5" x 12 " ( double ended)
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