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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 CrAccepted-AOC | L1 | Accepted-AOC awarded | |
| 2 | L1₹20.1 CrRejected-AOC | L1 | Rejected-AOC Not awarded | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted | |
| 4 | Not Admitted-Fee/PreQual/Technical HENGRABARI GUWAHATI | KAMRUP METRO | ASSAM | 781001 | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted |
Tender Value
₹20.1 Cr
EMD Value
₹40.2 L
Closing Date
18 Feb 2022, 2:00 pmClosed
C.E. PWD (Roads), Assam
O/o the C.E. PWD (Roads), Assam
1)Construction of Road on Ranganadi Left Bank Embankment from Ampora to Amtola (From Ch.890m to ch.10300m) and (2) Ranganadi Left Bank Embankment from Ampora to Amtola (From Ch.10800m to ch.15560m) under RIDF-XXVII of NABARD for the year 2021-22
2022_PWD_24153_1
CE/Com/30/RIDF/21-22/_Lakhimp
Open Tender
Civil Works – Roads
Item Rate
545 days
Lakhimpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Empowered Officer, Assam State Road Board
₹40.2 L
Yes
1 Jul 2022
1 Feb 2022
18 Feb 2022
1 Feb 2022
18 Feb 2022
1 Feb 2022
1 Feb 2022 - 18 Feb 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART-A Construction of Road on Ranganadi Left Bank Embankment from Ampora to Amtola (From Ch.890.00m to ch.10300.00m)
Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 ( A ) In area of non thorny jungle | 1 | Hect | 52,995.08 | ₹52,942.08 |
| 2 | Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | - | cum | 67.8 | - |
| 3 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
A. Lead upto 100 m
i) Girth above 300 mm to 600 mm | - | each | 255.95 | - |
| 4 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
A. Lead upto 100 m
ii) Girth above 600 mm to 900 mm | - | each | 438.55 | - |
| 5 | 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 (i) Private land | 0.29 | cum | 258.21 | ₹74.88 |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per Technical Specification Clouse 303.1 (i) Private land | 1 | Cum | 339.68 | ₹339.34 |
| 7 | 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. ii ) For Grading II Material (including all lead and lift upto site) | - | Cum | 2,322.83 | - |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and
compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead (including all lead and lift upto site) | 1 | cum | 3,145.77 | ₹3,142.62 |
| 9 | Prime coat i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using
mechanical means as per Technical Specification Clause 502 | - | sqm | 39.78 | - |
| 10 | Tack coat
Providing and applying tack coat with Bitumen emulsion sqm 10.20
(RS-1) using emulsion distributor at the rate of 0.25 to 0.30
kg per sqm on the prepared dry and hungry bituminous
surface cleaned with Hydraulic broom as per Technical
Specification Clause 503.
bituminous/granular surface cleaned with
mechanical broom.( Including cost of testing
of materials at site and laboratory as directed
by the deptt.) With Bitumen emulsion CSS-1h Granular surfaces treated with primer | - | sqm | 13.33 | - |
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