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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 CrSame as L1Admitted-Finance | ₹2.6 CrSame as L1 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PRABIN DAS L1 | S M ASSOCIATES L2 |
|---|---|---|---|---|---|
| 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 | 0.46 | Hect | - | - |
| 2.00 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. | 25 | Each | - | - |
| 3.00 | 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 | 13,890.3 | Cum | - | - |
| 4.00 | 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 | 3,159.1 | Cum | - | - |
| 5.00 | 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 | 687.03 | Cum | - | - |
| 6.00 | 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 | 349.97 | Cum | - | - |
| 7.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete_including carriageIncluding Edge block/ Edge restraints | 3,018.75 | Sqm | - | - |
| 8.00 | Providing and fixing in positon Anti skid paver tiles as per specifications of size (340x340mmx25mm) | 422.5 | Sqm | - | - |
| 9.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 1,400 | Cum | - | - |
| 10.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | 1,096.2 | Cum | - | - |
Tender Value
₹2.9 Cr
EMD Value
₹5.7 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/19-20/08 Construction of approach road leading to Pobitora-Mayong-Burha Mayong
2020_PWD_17691_5
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
₹8,600
Yes
Empowered Officer, ASRB
₹5.7 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
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
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 fixing in positon Anti skid paver tiles as per specifications of size (340x340mmx25mm)
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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 (ii)60cm equilateral triangle
(iii) 60 cm Circular
Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 12 m high, 1.15m below ground level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mmX75mmX5mm, 546mm long complete as per clause 810.)
Providing, fitting, and fixing in position of Ornamental Iron grill of Size (2000mmx1120mm) at footpath edge
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.
RCC slab Culvert (4.0 M Span ) Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Providing soling in foundation at walls,floors at all levels with a stone/ and best quality picked jhama brick, sand packed in panel after preparing the subgrade as directed i©15mm stone soling
Plain Cement Concrete M10 (1:3:6 nominal mix) in foundation with crushed stone aggdgregate 40mm nominal size mechanically mixed ,placed inl foundation and completed by vibration including curing for 14 days
Stone masonary work in cement morter 1:3 for substrcture complete as per drawing and technical specifications
Supplying, fitting and placing TMT bar reinforcement bar (Fe-500 ) in substrcture complete in foundation complete as per drawings and technical specifications Clauses 1002,105,1010 & 1202.
Routine Maintenance for 1st Year
Routine Maintenance for 2nd Year
Routine Maintenance for3rd Year
S M ASSOCIATES
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