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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.5 LAccepted-AOC BISHNU RABHA PATH SISHU APARTMENT CITY TOWN GUWAHATI P O BELTOLA P S BASISTHA DIST KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹46.5 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹46.5 LSame as L1Rejected-AOC ASSAM CHANDMARI GUWAHATI 3 | KAMRUP | ASSAM | 781030 | ₹46.5 LSame as L1 | L2 | Rejected-AOC Not Awarded |
Tender Value
₹46.5 L
EMD Value
₹93,500
Closing Date
23 Dec 2024, 2:00 pmClosed
Executive Engineer PWD JTRD Fancy Bazar
Executive Engineer PWD JTRD Fancy Bazar
Improvement of Bank Colony Bishnu Rabha Path at Damodar Nagar Lokhra From Ch 0m to 150m Ch 0m to 80m under SOPD G for the year 2024 25 Providing load bearing drain, E W in subgrade soil GSB WBM III ICBP
2024_PWD_41189_1
CS/JTRD/SOPD-G/90/2024-25
Open Tender
Civil Works – Roads
Item Rate
180 days
Lokhra
Please refer Tender documents.
3 documents required · 3 mandatory
₹950
Yes
₹93,500
Yes
Executive Engineer PWD JTRD Fancy Bazar
12 Feb 2025
13 Dec 2024
23 Dec 2024
13 Dec 2024
23 Dec 2024
20 Dec 2024
17 Dec 2024 - 18 Dec 2024
19 Dec 2024
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.By Manual Means. In area of non thorny jungle
Construction of subgrade and earthen shoulders: 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 1000 m as per Technical Specification Clause 303.1.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. II) For Grading II Material
WBM Grading 3:- 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.
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M30 (i) Using Concrete Mixer
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand . 60 cm equilaterial triangle
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand . 80cmx 60cm rectangular.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. 1.Ordinary soil A.Manual Means (I) Without 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
14.8 Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
17.46 ,Plain/Reinforced cement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork (N) Without plasticiser A PCC Grade M15 Height upto 5m Using concrete Mixer
11.8 Supplying, fitting and placing TMT (Fe-500 D reinforcement bar (Other ISIapproved TMT reinforcement bar(SAI/BISCON/THERMAX orequivalent)) infoundation complete as per drawings and technical specificationsClauses1000 and 1202
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (E)R.C.C. Grade M20 (a) Height upto 5m
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
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