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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.1 LAccepted-AOC ASSAM CHANDMARI GUWAHATI 3 | GOALPARA | ASSAM | 783123 | ₹60.1 L | L1 | Accepted-AOC Awarded Contract Bidder |
| 2 | L2₹61.5 L+₹1.4 L (2.35%)Rejected-Finance | ₹61.5 L+₹1.4 L (2.35%) | L2 | Rejected-Finance Rejected as L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted. |
| 4 | Rejected-Technical JORHAT TITABOR TERRITORIAL ROAD DIVISION JORHAT ASSAM | JORHAT | ASSAM | 785001 | - | - | Rejected-Technical As per decision of Bid Evaluation Committee |
Tender Value
₹70.7 L
EMD Value
₹1.4 L
Closing Date
14 Mar 2022, 2:00 pmClosed
Chief Engineer,(EAP)PWRD,Assam
O/o The Chief Engineer,(EAP) PWRD,Assam Fatasil Ambari,Guwahati- 781025
APART/NOCP/ROADS/CDO-01 Construction of road from Deroi Deogharia to Rangoli Goanburha Road of Deoghoria Village, Mahmora Mouza in Charaideo District (length 0.55 KM) under APART
2022_PWD_24341_5
CE/APART/76/2021/10
Open Tender
Civil Works – Roads
Lump-sum
270 days
Charaideo District
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
State Project Director,ARIAS SOCIETY
₹1.4 L
O/o The Chief Engineer, (EAP) PWRD, Assam
6 Jun 2022
14 Feb 2022
14 Mar 2022
14 Feb 2022
14 Mar 2022
14 Feb 2022
14 Feb 2022 - 23 Feb 2022
23 Feb 2022
Amount
Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 300mm, removal of slumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per Technical Specification clause 201.1 By Manual Means In area of non thorny jungle
Construction of Embankment with Material Obtained from Borrow Pits 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 compacting to meet requirement of Table 300.1 and 300.2 with lead upto 1000m as per Technical specification Clause 301.5 From Private land
Construction of Subgrade and Earthen Shoulders Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 with lead upto 1000m as per Technical specification clause 303.1 From Private land
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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 rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 For Grading II material
Water Bound Macadam Sub-base/base WBM Grading 2 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By manual means
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. By manual means
Interlocking Concrete Block Pavement Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Excluding Edge block/ Edge restraints
Planting of trees and their maintenance for three years (Planting of trees by the road side (Avenue trees) in 0.60m dia holes and 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge mannure,planting the saplings,backfilling the trnches,watering,fixing the tree gurd and maintaining the plant for three years.
Direction and Place Identification signs upto 0.9 sqm size board A) Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification Clause 1701.
Traffic Signs A) Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 60cm equilateral triangle
Traffic Signs A) Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 60cm circular
PALASH CHANGMAI
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