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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC | ₹50.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹50.0 L+₹2,377 (0.05%)Rejected-Finance ASSAM AS | KAMRUP | ASSAM | 781030 | ₹50.0 L+₹2,377 (0.05%) | L2 | Rejected-Finance L2 |
| 3 | L3₹50.0 L+₹4,980 (0.10%)Rejected-Finance | ₹50.0 L+₹4,980 (0.10%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹50.0 L
EMD Value
₹99,993
Closing Date
9 Mar 2023, 12:00 pmClosed
SE PWD R and B Circle Kokrajhar
O/o the SE PWD R and B Circle Kokrajhar
Construction of ICBP road from Shantipur FV to Nakendra Bazar in Chirang District under BADP for the year 2021-22.TN_366/1
2023_BoTC_29171_1
No. TECH- 28/SE R and B /eTender/ 2019-20/79
Open Tender
Civil Works – Roads
Works
120 days
Chirang
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,500
₹99,993
Yes
23 Mar 2023
7 Feb 2023
10 Mar 2023
7 Feb 2023
9 Mar 2023
7 Feb 2023
7 Feb 2023 - 27 Feb 2023
Amount
Clearing and grubbing of road land including up rooting wild vegetation, grass, bush, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to 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 materials 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 (i) Private Land
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300.2 with a lead up to 1000 m as per Technical Specification Clause 303.1. (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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. A) By Mix in Place Method (ii) For Grading-II Material
WBM Grading-III using stone screening Type-B 11.2 mm for Gr-III 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. A) By Mamual Means
Interlocking Concrete Block Pavement Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 including carriage. (Including Edge restraint & carriage)
Providing and erecting direction and place identification retro-reflective signs as per IRC:67 made of encapsulated lens type reflected sheeting vide clause 1701.2.3 fixed over aluminium sheeting 2mm thick with area not exceeding 0.9 sqm suported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
Jamidar Narzary
MILTON ISWARY
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