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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC STATION ROAD SRIBHUMI | DARJEELING | WEST BENGAL | 734002 | ₹1.2 Cr | L1 | Accepted-AOC Awarded Contract Bidder |
| 2 | L2₹1.2 Cr+₹1.6 L (1.31%)Rejected-Finance | ₹1.2 Cr+₹1.6 L (1.31%) | L2 | Rejected-Finance Rejected as L2 |
| 3 | L3₹1.3 Cr+₹5.2 L (4.22%)Rejected-Finance | ₹1.3 Cr+₹5.2 L (4.22%) | L3 | Rejected-Finance Rejected as L3 |
| 4 | L4₹1.3 Cr+₹6.2 L (5.04%)Rejected-Finance | ₹1.3 Cr+₹6.2 L (5.04%) | L4 | Rejected-Finance Rejected as L4 |
| 5 | Rejected-Technical DARMIKHAL CACHAR ASSAM PIN 788116 | CACHAR | ASSAM | 788116 | - | - | Rejected-Technical As per the decision of Bid Evaluation Committee. |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
3 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/C-07 Construction of Jamjami Road (Panibhora Kalibari Road to Paloi-Darby-Barjalenga Road), Barjellengy Pt VII village, Chabua Mouza in Cachar District (length-1.1 (KM)) under APART
2022_PWD_24158_3
CE/APART/74/2021/14
Open Tender
Civil Works – Roads
Lump-sum
270 days
Cachar District
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
State Project Director,ARIAS SOCIETY
₹2.8 L
O/o The Chief Engineer,(EAP) PWRD,Assam
30 Apr 2022
1 Feb 2022
3 Mar 2022
1 Feb 2022
3 Mar 2022
1 Feb 2022
1 Feb 2022 - 10 Feb 2022
10 Feb 2022
Amount
Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m. outside the periphery of the area as per Technical Specification Clause 201. By manual means
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
Excavation for Structures Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification 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. Ordinary Soil Upto 3 m. depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With Natural Gravel P.C.C. grade M 10 Nominal Mix 1:3:6
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specification Clauses 802,804,805,806,807,1202 and 1204 With natural gravel P.C.C. grade M20 Nominal Mix (1:2:4)
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. 600 mm dia
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. 1000mm dia
Abdul Munim Borbhuiya
BHUSAN PAUL
Sri Khalil Ahmed Barbhuiya
stage.html
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tech_eval.pdf
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