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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹3.0 Cr+₹311 (<0.01%)Accepted-AOC | ₹3.0 Cr+₹311 (<0.01%) | L2 | Accepted-AOC FINANCIALLY EVALUATED |
| 2 | L1₹3.0 CrRejected-AOC | ₹3.0 Cr | L1 | Rejected-AOC FINANCIALLY EVALUATED |
| 3 | L2₹3.0 Cr+₹311 (<0.01%)Rejected-AOC | ₹3.0 Cr+₹311 (<0.01%) | L2 | Rejected-AOC FINANCIALLY EVALUATED |
| 4 | Not Admitted-Fee/PreQual/Technical DEWALIA GAON CITY TOWN LAKHIMPUR P O GOVINDAPUR P S DHAKUAKHANA DIST LAKHIMPUR PIN 787055 | LAKHIMPUR | ASSAM | 787055 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.4 Cr
EMD Value
₹6.7 L
Closing Date
4 Jun 2020, 2:00 pmClosed
The Chief Engineer, PWD (Roads), Assam
O/o The Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati - 3
Construction of Sonari Chapori to Nayabazar road (Ch 0.00 to 4500.00m) under SOPD-G for the year 2019-20, Dhakuakhana LAC
2020_PWD_17526_11
CE/DEV/TB/504/2019-20/17
Open Tender
Civil Works
Item Rate
365 days
Dhakuakhana
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Chief Engineer, PWD (Roads), Assam
₹6.7 L
Yes
O/o The Chief Engineer, PWD (Roads), Assam
14 Oct 2020
15 May 2020
5 Jun 2020
15 May 2020
4 Jun 2020
21 May 2020
21 May 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:- A. In area of light jungle
EmbankmentConstructionwith Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land
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) ( including compensation of earth.)(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( with an initial lead of 5 Km.) ii) For grading- I 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 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.Grading-III
Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage.Including Edge block/ Edge restraints
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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) ii) 60cm equilateral traingle
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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) iii) 60cm circular
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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) iv) 80cm x 60 cm rectangular
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)
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc iv) 200th meter stone (Precast) as per IRC:26-1967.
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii) Granular material
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109. Brick Masonry in 1:4 cement mortar
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. B.1000mm dia
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
SRI MAHENDRA GURUNG
PABITRA DOLEY
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