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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹47.6 L+₹202.01 (<0.01%)Accepted-AOC DIBRUGARH ASSAM 786001 | DIBRUGARH | ASSAM | 786001 | L3 | Accepted-AOC AOC awarded | |
| 2 | L1₹47.6 LRejected-AOC | L1 | Rejected-AOC Not awarded | |
| 3 | L2₹47.6 L+₹156.99 (<0.01%)Rejected-AOC | L2 | Rejected-AOC L2 Not awarded | |
| 4 | L3₹47.6 L+₹202.01 (<0.01%)Rejected-AOC | L3 | Rejected-AOC L3 Not awarded | |
| 5 | L3₹47.6 L+₹202.01 (<0.01%)Rejected-AOC | L3 | Rejected-AOC L3Not awarded |
Tender Value
₹50.1 L
EMD Value
₹1.0 L
Closing Date
30 Jan 2020, 4:00 pmClosed
S.E. P.W.D. Dibrugarh Road Circle
o/o the S.E. P.W.D. Dibrugarh Road Circle
Construction of Approach road to Shri Jagannath Temple,Khanikor under Asom Darshan for the year 2019-20
2020_PWD_15876_5
DRC-XIII/16/98/NIT/DIB/ 218
Open Tender
Civil Works
Works
180 days
Dibrugarh
Please Refer Tender documents
6 documents required · 6 mandatory
₹1,500
Empowered Officer, ASRB, Assam
₹1.0 L
Yes
21 Jul 2020
20 Jan 2020
1 Feb 2020
20 Jan 2020
30 Jan 2020
20 Jan 2020
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. i) By Manual Means, B.In area of thorny jungle
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 (ii) for grading- II Material
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) A. By Manual Means iii) 'Grading- III (b)Using Screening Type-B (11.2mm Agg.)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
a) Planting Flowering Plants and Shrubs in Central Verge
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.
Excavation for Structures : 'Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil B Mechanical Means (I)Without dewatering (i) Depth upto 3 m
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Bedding of pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Granular Material
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm Dia
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser A) 'PCC Grade M15
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification B.Sandy material
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork I. Without plasticiser, B.PCC Grade, M20 Height upto 5m
ROUTINE MAINTENANCE
1st year routine Maintenance
2nd year routine Maintenance
3rd year routine Maintenance
M/S Neog AND Son Enterprise
RABINDRA GOGOI
hiten sonowal
ANIL MAKRARY
Chitra Ranjan Gogi
M/D DIGANTA ENTERPRISE
BABAKAN SONOWAL
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