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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹1.1 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹0.60 (<0.01%)Admitted-Finance | ₹1.1 Cr+₹0.60 (<0.01%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹12.4 L (11.1%)Admitted-Finance SIVASAGAR | ₹1.2 Cr+₹12.4 L (11.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ujjal Baruah L1 | DULU SAIKIA L2 | DIPEN PHUKAN L3 | BIPIN BORUAH L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
By Manual Means- In area of non thorny jungle | 0.86 | Hect | - | - | - | - |
| 2.00 | 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-Private Land | 4,652.8 | 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-Private Land | 1,165.71 | 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-For Grading II Material | 820.47 | Cum | - | - | - | - |
| 5.00 | For 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 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 | 410.23 | Cum | - | - | - | - |
| 6.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete_including carriageIncluding Edge block/ Edge restraints | 4,894.18 | Sqm | - | - | - | - |
| 7.00 | Providing and laying Colour (Colour Pigment ) interlocking concrete block pavement having thickness 80mm as per technical specification complete_including carriage Including Edge block/ Edge restraints | 629.2 | Sqm | - | - | - | - |
| 8.00 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2-800mm x 600mm rectangular | 4 | Each | - | - | - | - |
| 9.00 | 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. | 120 | Each | - | - | - | - |
| 10.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material_Ordinary soil | 40.18 | Cum | - | - | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
28 May 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads),Guwahati
Office of the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati-3
Sib/AD/19-20/15 Construction of road from Sepon Sunpara Ali to Kawaimari Satra
2020_PWD_17545_10
CE/Maint/AD/404/2019/12
Open Tender
Civil Works
Item Rate
180 days
Sibsagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,800
Yes
Empowered Officer, Assam State Road Board
₹2.5 L
Yes
15 Jun 2020
20 May 2020
29 May 2020
20 May 2020
28 May 2020
20 May 2020
20 May 2020 - 28 May 2020
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means- In area of non thorny jungle
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-Private Land
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-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-For Grading II Material
For 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 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
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete_including carriageIncluding Edge block/ Edge restraints
Providing and laying Colour (Colour Pigment ) interlocking concrete block pavement having thickness 80mm as per technical specification complete_including carriage Including Edge block/ Edge restraints
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2-800mm x 600mm rectangular
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.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material_Ordinary soil
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.-1000 mm dia
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204-In 1:4 Cement mortar
Plastering with Cement Mortar (1:4), 15 mm thick on brick work in substructure as per technical specification
1st year Routine Maintenance
2nd Year Routine Maintenance
3rd Year Routine Maintenance
DULU SAIKIA
DIPEN PHUKAN
BIPIN BORUAH
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