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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.7 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹56.1 L+₹41,131.05 (0.74%)Rejected-AOC | L2 | Rejected-AOC Not Awarded |
Tender Value
₹55.7 L
EMD Value
₹1.1 L
Closing Date
30 May 2025, 12:00 pmClosed
Executive Engineer PWD Jalukbari TRD Fancy Bazar
Executive Engineer PWD Jalukbari TRD Fancy Bazar
Balance Work for Construction of Tetelia Namghar Path Road and Drain under Mukhya Mantrir Nagoriya Paki Path Nirman Achoni MMNPPNA for the year 2023 24
2025_PWD_44444_1
CS/JTRD/SOPD(G)/13/2025-26
Open Tender
Civil Works – Roads
Item Rate
180 days
Tetelia
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,200
Yes
₹1.1 L
Yes
Executive Engineer PWD Jalukbari TRD Fancy Bazar
8 Jul 2025
22 May 2025
30 May 2025
22 May 2025
30 May 2025
24 May 2025
23 May 2025 - 23 May 2025
24 May 2025
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
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, requisite type of screening/binding materials to fill up the intersectices of coarse aggregate, watering and compacting to the required density ( with an initial lead of 5.0km)A) By Manual Means (ii) for grading-III Material
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(b)Including Edge block/ Edge restraints
Excavation for structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil A) Manual Means (b) Depth up to 3.00 m ( with dewatering )
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Dry Rubble Flooring: Construction of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6
Supplying fitting and placing TMT IS:1786 (Fe-500) bar reinforcement (Other ISI approved TMT Reinforment Bar) (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and technical specification clauses : 1002,1005, 1010 & 1202
Plain/reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M-20. (a) Height upto 5.0m. Using concrete mixer
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials
By Mix in Place Method (Construction of granular sub-base by providing close 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( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading-II Material
Retro-reflectorised Traffic SignsProviding 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 (iv) 800mm x 600mm rectangular
Retro-reflectorised Traffic SignsProviding 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 (ii) 600mm equilateral triangle
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