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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹1.18 (<0.01%)Admitted-Finance | ₹1.6 Cr+₹1.18 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹1.19 (<0.01%)Admitted-Finance | ₹1.6 Cr+₹1.19 (<0.01%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹9.1 L (5.56%)Admitted-Finance | ₹1.7 Cr+₹9.1 L (5.56%) | L4 | Admitted-Finance |
| 5 | L5₹1.7 Cr+₹9.1 L (5.56%)Admitted-Finance | ₹1.7 Cr+₹9.1 L (5.56%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MAMU BORUAH L1 | SURAJT BORAH L2 | Friend Enterprise L3 | S.K. ENTERPRISE L4 | SRI RINKU KONWAR L5 | M/s B.K. Mozika L6 | Sri Papu Agarawalla L7 | RANJIT BORGOHAIN L8 | SATYABROTA DAS L9 | Sri Nayan Moni Gogoi L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 3,120 | Sqm | - | - | - | - | - | - | - | - | - | - |
| 2.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 577.8 | cum | - | - | - | - | - | - | - | - | - | - |
| 3.00 | 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. | 1,166.72 | cum | - | - | - | - | - | - | - | - | - | - |
| 4.00 | 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. | 479.89 | cum | - | - | - | - | - | - | - | - | - | - |
| 5.00 | 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. | 58.52 | cum | - | - | - | - | - | - | - | - | - | - |
| 6.00 | 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. | 663.05 | cum | - | - | - | - | - | - | - | - | - | - |
| 7.00 | Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 248.6 | cum | - | - | - | - | - | - | - | - | - | - |
| 8.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. | 8,060.1 | Sqm | - | - | - | - | - | - | - | - | - | - |
| 9.00 | Providing and laying M-40 grade cement concrete Edge block/Edge restraints complete as per Technical Specification clause 1504 | 184.6 | cum | - | - | - | - | - | - | - | - | - | - |
| 10.00 | Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire@ 32Kgs per 10Sqm having minimum tensil strength of 300Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into meshes with double twist, mesh size not exceeding to 100mmX100mm , firred with boulders at least dimension of 200mm , all loose ends to be tied with 4mm galvenized steel wire.) | 403.2 | cum | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Sib/AD/19-20/04 Improvement of approach road to Rudrasingha Park, joysagar
2020_PWD_16002_89
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Sibsagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,500
Empowered Officer, ASRB
₹3.6 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
25 Feb 2020
24 Jan 2020
6 Feb 2020
24 Jan 2020
5 Feb 2020
24 Jan 2020
24 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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.
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.
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.
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.
Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
Providing and laying M-40 grade cement concrete Edge block/Edge restraints complete as per Technical Specification clause 1504
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire@ 32Kgs per 10Sqm having minimum tensil strength of 300Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into meshes with double twist, mesh size not exceeding to 100mmX100mm , firred with boulders at least dimension of 200mm , all loose ends to be tied with 4mm galvenized steel wire.)
Metal crash Barrier
90cm Equilateral Triangle
Rectangular sign(80 cmx60 cm)
90 cm octagon
Direction and place identification sign more than 0.9sqm size board. (size 1.2x0.90m)
Direction and place identification sign upto 0.9sqm size board.(Object hazard,0.90x0.60m)
Tree reflector
Delineator
Solar stud
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.
1st year Routine Maintenance
2nd year Routine Maintenance
3rd year Routine Maintenance
SURAJT BORAH
Friend Enterprise
S.K. ENTERPRISE
SRI RINKU KONWAR
M/s B.K. Mozika
Sri Papu Agarawalla
RANJIT BORGOHAIN
SATYABROTA DAS
Sri Nayan Moni Gogoi
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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Tendernotice_3.pdf
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BOQ_24370.xls
BOQ • 0.24 MB
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