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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 CrAccepted-AOC | ₹12.1 Cr | L1 | Accepted-AOC Awarded Bidder |
| 2 | L2₹12.2 Cr+₹12.9 L (1.06%)Rejected-Finance C O SRI BANAMALI DAS WARD NO 3 THAKURBARI ROAD P O BIJNI DIST CHIRANG ASSAM 783390 | CHIRANG | ASSAM | 783390 | ₹12.2 Cr+₹12.9 L (1.06%) | L2 | Rejected-Finance Rejected as L2 |
| Sl No | Description | Qty | Unit | kajalkrdas L2 | MS G L Agarwalla L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. | 0.49 | Ha | 1,00,000 ₹48,800 | 35,000 ₹17,080 Lowest |
| 2.00 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. | 102.44 | Cum | 100 ₹10,243.7 Lowest | 100 ₹10,243.7 Lowest |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land | 15,659.67 | Cum | 200 ₹31,31,933.4 Lowest | 250 ₹39,14,916.75 |
| 4.00 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land | 1,039.55 | Cum | 200 ₹2,07,910.4 Lowest | 300 ₹3,11,865.6 |
| 5.00 | Construction of granular sub-base by providing well grade 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.
For Grading II Material | 409.99 | Cum | 1,500 ₹6,14,989.5 Lowest | 1,800 ₹7,37,987.4 |
| 6.00 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material | 139.86 | Cum | 2,500 ₹3,49,660 Lowest | 4,300 ₹6,01,415.2 |
| 7.00 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material | 139.86 | Cum | 2,500 ₹3,49,660 Lowest | 4,350 ₹6,08,408.4 |
| 8.00 | Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage.
A) Including Edge block/ Edge restraints. | 1,794.57 | Sqm | 1,000 ₹17,94,565 Lowest | 1,000 ₹17,94,565 Lowest |
| 9.00 | Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle | 2 | Each | 10,000 ₹20,000 | 4,500 ₹9,000 Lowest |
| 10.00 | b) 600mm Circular | 2 | Each | 6,000 ₹12,000 | 5,600 ₹11,200 Lowest |
Tender Value
₹10.7 Cr
EMD Value
₹21.3 L
Closing Date
9 Apr 2024, 2:00 pmClosed
Chief Engineer(EAP), PWRD, Assam
O/o the Chief Engineer(EAP), PWRD, Assam , Fatasil Ambari, Guwahati-25
CE/EAP/ARRBP/OCB/Bridge-1/Nalbari/09 Construction of Bridgein Nalbari district i. Br. No. 1/1 on AraraKumarikataChuburi to Pub Arara Village
2024_PWRDW_37231_17
RFB No CEEAPARRBP01Tenders2024/21
Open Tender
Civil Works
Item Rate
900 days
Nalbari
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹21.3 L
Yes
O/o the Chief Engineer(EAP), PWRD, Assam
8 Sept 2026
14 Mar 2024
9 Apr 2024
14 Mar 2024
9 Apr 2024
14 Mar 2024
14 Mar 2024 - 19 Mar 2024
19 Mar 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. | 0.49 | Ha | 100 | ₹48.8 |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. | 102.44 | Cum | 100 | ₹10,243.7 |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land | 15,659.67 | Cum | 10 | ₹1,56,596.67 |
| 4 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land | 1,039.55 | Cum | 10 | ₹10,395.52 |
| 5 | Construction of granular sub-base by providing well grade 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.
For Grading II Material | 409.99 | Cum | 10 | ₹4,099.93 |
| 6 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material | 139.86 | Cum | 10 | ₹1,398.64 |
| 7 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material | 139.86 | Cum | 10 | ₹1,398.64 |
| 8 | Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage.
A) Including Edge block/ Edge restraints. | 1,794.57 | Sqm | 10 | ₹17,945.65 |
| 9 | Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle | 2 | Each | 10 | ₹20 |
| 10 | b) 600mm Circular | 2 | Each | 10 | ₹20 |
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