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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L4₹93.8 L+₹101.94 (<0.01%)Accepted-AOC | L4 | Accepted-AOC CONTRACT AWARDED | |
| 2 | L1₹93.8 LRejected-AOC | L1 | Rejected-AOC CONTRACT NOT AWARDED | |
| 3 | L2₹93.8 LSame as L1Rejected-AOC | L2 | Rejected-AOC CONTRACT NOT AWARDED | |
| 4 | L3₹93.8 L+₹101.94 (<0.01%)Rejected-AOC | L3 | Rejected-AOC CONTRACT NOT AWARDED | |
| 5 | L5₹93.8 L+₹101.94 (<0.01%)Rejected-AOC CHEGELI POTHER P O JIADHAL CHARIALI P S DHEMAJI DIST DHEMAJI ASSAM | DHEMAJI | ASSAM | 787026 | L5 | Rejected-AOC CONTRACT NOT AWARDED |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Lak/AD19-20/02 Construction of road from Bordeuri Temara PWD to Debera Than
2020_PWD_16002_78
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Lakhimpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,100
Empowered Officer, ASRB
₹2.1 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
5 Dec 2020
23 Jan 2020
6 Feb 2020
23 Jan 2020
5 Feb 2020
23 Jan 2020
23 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (I) By Manual means A. In area of non thorny jungle
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Including cost of testing of materials at site and laboratory as directed by the deptt.. (a) Private Land
Construction of shoulders with materials obtained from borrow pit with initial lead upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet ………………… requirement of table 300-2 i) From 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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/Edge restrains.
Colour Bricks
Providing and fixing of retro-reflectorised cautionary, mandatory and 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) 600 mm equilaterial triangle
Providing and fixing of retro-reflectorised cautionary, mandatory and 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) 800 mm x 600 mm rectangular
Reinforce Cement concrete M 15 grade boundary pillar
Construction of H.P. Culvert (1000 mm dia, single row) Earth work in excavation for structures as per drawing and Technical Specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1:3:6)
Beeding of pipe (ii) Type B (First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A.With crushed stone III. PCC M-20 grade (1:2:4) hand mixed
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. (B) 1000 mm dia
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.
1st Year Maintenance Cost
2nd Year Maintenance Cost
3rd Year Maintenance Cost
Sri Simanta Kumar Sarmah
Bishnu Pratim Borah
DIPANKAR SAIKIA
Probin Dihingia
Lakhi Chutia
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