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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹1.4 Cr+₹27.51 (<0.01%)Accepted-AOC DIBRUGARH ASSAM 786001 | DIBRUGARH | ASSAM | 786001 | ₹1.4 Cr+₹27.51 (<0.01%) | L2 | Accepted-AOC Aoc awarded |
| 2 | L1₹1.4 CrRejected-AOC | ₹1.4 Cr | L1 | Rejected-AOC Not award |
| 3 | L3₹1.4 Cr+₹27.52 (<0.01%)Rejected-AOC | ₹1.4 Cr+₹27.52 (<0.01%) | L3 | Rejected-AOC Not award |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technical disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technical disqualified |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
11 Jun 2020, 4:00 pmClosed
Superintending Engineer, PWD, Dibrugarh Road Circl
Superintending Engineer, PWD, Dibrugarh Road Circle
Construction of Nekham Bahdhari Gaon road Ch. 0.00 m to 1900.00 m under SOPD-G for the Year 2019-20 under PWRD, Chabua, Duliajan and Naharkatia Territorial Road Division, Duliajan - Naharkatia LAC.
2020_PWD_17625_21
DRC-XIII/16/98/NIT/DIB/242
Open Tender
Civil Works
Item Rate
270 days
Naharkatia
Please refer tender document.
6 documents required · 6 mandatory
₹4,200
Yes
Empowered Officer ASRB, A/C No. 10566991479
₹3 L
Yes
1 Oct 2020
21 May 2020
12 Jun 2020
21 May 2020
11 Jun 2020
21 May 2020
21 May 2020 - 11 Jun 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:-
Removing all types of Hume pipes and stacking within a lead of 1000 m including eartwork and dismantling of masonry works as per technical Specification Clause 202. ( C ) Above 600 mm to 900mm dia Hume Pipe
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres. II. By Mechanical Means a) Cement Concrete Grade M-15 & M-20
Construction of embankment with approved material obtained from borrow pits with a lift upto 105m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1. (i) Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401. ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. B) With Gr. III metal
i) Providing and laying inter locking concrete block pavement (M 40) having thickness 80 mm as per technical specification clause 1504 including carriage a) Including Edge block/ Edge restraints
H.P. CULVERT: Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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.
PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Bedding for pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (ii) Granular Material
Providing & laying reinforced cement concrete 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 (B) 1000 mm dia
Stone Masonry work in cement mortar in foundation of Head walls complete as per drawing and technical specification clause 1109. A. In 1:4 cement mortar.
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. II) Ordinary Kilometer stone (Precast)
III) Hectometer stone (Precast)
A. Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and Technical specification clause 801. i) 60 cm equilateral traingle
ii) 60 cm circular
iv) 60 cm x 45 cm rectangular
Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
Planting of Trees and their Maintenance for three 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 three year.
ANIL MAKRARY
Kaniska Gogoi
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