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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.2 LAccepted-AOC 498 A ATHGAON AT ROAD A T ROAD KAMRUP METRO ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | ₹95.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹98.0 L+₹2.9 L (3.00%)Rejected-AOC | ₹98.0 L+₹2.9 L (3.00%) | L2 | Rejected-AOC Rejected |
Tender Value
₹95.2 L
EMD Value
₹1.9 L
Closing Date
13 Feb 2024, 2:00 pmClosed
Chief Engineer (Roads), PWRD, Assam
O/o the Chief Engineer Roads, PWRD, Assam, Chandmari, Guwahati, 781003.
SOPD_ODS_23_24_95 Improvement of Tea Garden Roads at Jaipur TE under SOPD-ODS (Tea Garden Road) for the year 2023-24
2024_PWD_35744_120
CE/DEV/TB/906/2023-24/01
Open Tender
Civil Works
Item Rate
270 days
Dibrugarh
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,900
₹1.9 L
Yes
O/o the Chief Engineer Roads, PWRD, Assam,
25 Sept 2024
7 Feb 2024
13 Feb 2024
7 Feb 2024
13 Feb 2024
7 Feb 2024
7 Feb 2024 - 7 Feb 2024
7 Feb 2024
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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0 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 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits 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 1000m 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 compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401. ii) For Grading II 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. B) With Gr. III metal
b) Providing and laying inter locking concrete block pavement (M 40) having thickness 80 mm as per technical specification clause 1504 including carriage a) Including Edge Block/ Edge restraint).
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Bedding for pipe (B) Type B (First Class) Bedding ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
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)1000mm dia.
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
MD RAMJAN ALI
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