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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 CrSame as L1Admitted-Finance | ₹3.2 CrSame as L1 | L2 | Admitted-Finance |
| 3 | L3₹3.5 Cr+₹21.9 L (6.77%)Admitted-Finance | ₹3.5 Cr+₹21.9 L (6.77%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MR. HALADHAR DEKA L1 | S M ASSOCIATES L2 | MIDAS CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 1.8 | Hect | - | - | - |
| 2.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,875 | Sqm | - | - | - |
| 3.00 | Excavation in Cutting in Soil by manual means with lead upto 50m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can be deployed due to site condition) | 236.24 | Cum | - | - | - |
| 4.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 3,942.45 | Cum | - | - | - |
| 5.00 | 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. (i) Private Land | 1,258.5 | Cum | - | - | - |
| 6.00 | 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.
(ii) For Grading-II Material | 1,565.63 | Cum | - | - | - |
| 7.00 | 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.(A) By Manual Means | 844.88 | Cum | - | - | - |
| 8.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
Including Edge block/Edge restrains. | 12,737.5 | Sqm | - | - | - |
| 9.00 | Providing and laying Coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. A) Coloured including Edge block/Edge restraints | 590 | Sqm | - | - | - |
| 10.00 | Anti Skid Paver Tiles on Steps
Foot Path Cum Steps | 215.76 | Sqm | - | - | - |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
1 Jun 2020, 4:00 pmClosed
O/o the Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Mor/AD/19-20/05 Construction of Kajalichoki to Bishnu Mandir Road
2020_PWD_17691_2
CE/Maint/A.D/404/2019/14
Open Tender
Civil Works
Item Rate
270 days
Morigaon
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Yes
Empowered Officer, ASRB
₹7.2 L
Yes
15 Jun 2020
26 May 2020
2 Jun 2020
26 May 2020
1 Jun 2020
26 May 2020
26 May 2020 - 1 Jun 2020
Amount
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
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Excavation in Cutting in Soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can be deployed due to site condition)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m 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. (i) 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
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.(A) By Manual Means
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/Edge restrains.
Providing and laying Coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. A) Coloured including Edge block/Edge restraints
Anti Skid Paver Tiles on Steps Foot Path Cum Steps
Plastering with Cement Mortar (1:4) 15 mm thick on brick work in substructure as per techincal specification Foot Path Cum Steps
ORNAMENTAL GRILL for Steps
Construction of Boulder Masonry Retaining Wall (From Ch.1350.00 m to Ch.1490.00m)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory 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 angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) 60cm equilaterial triangle
iii) 60 cm Circular
Providing reflective pavement marker with Micro each 249.00 prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Planting of Trees and their Maintenance for three 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 three year.
1st Year Maintenance Cost
2nd Year Maintenance Cost
3rd Year Maintenance Cost
S M ASSOCIATES
MIDAS CONSTRUCTIONS
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