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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹1,246.44 (<0.01%)Admitted-Finance | ₹2.0 Cr+₹1,246.44 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹3,434.24 (0.02%)Admitted-Finance | ₹2.0 Cr+₹3,434.24 (0.02%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Milan Dutta L1 | GIRI KANTA BORAH L2 | AMPHU TERONPI L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I)By manuals means B. In the area of thorny jungle. | 1.77 | Hect | - | - | - |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt. (a) From private land | 2,488.02 | Cum | - | - | - |
| 3.00 | iii) Excavtion in soil with Hydraulic Excavator and trippers with disposal upto 1000m Excation for roadwork in soil with hydraulic excator of 0.90 cum bucket capacity including cutting and loading in trippers, trimming in bottom and side slopes, in accordence with requirements of lines, grade and cross-section, and transporting to the sembankment location with a lift up to 1.50 m and lead upto 1000 m as per Technical Specification Clause 302.3. | 447.58 | 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 compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) From private land. | 4,315.6 | Cum | - | - | - |
| 5.00 | Granular sub-base with well graded material (table 400.1) (A). By mix in place method Construction of granular sub-base by providing well graded material 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 | 1,181.25 | Cum | - | - | - |
| 6.00 | Water Bound Macadam Sub-base/ base 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 reqd. density Grading 2 as per Technical Specification Clause 405. (A) By Manual Means (A)WBM Grading-III (53mm to 22.5mm) | 590.63 | Cum | - | - | - |
| 7.00 | Inter locking concrete Block pavement
(A) Interlocking pavement block
Providing and laying interlocking concrete block
pavement (M40) having thickness 80mm as per technical
specification clause 1504 complete including carriage.(including Edge restraints) | 7,875 | Sqm | - | - | - |
| 8.00 | Providing and laying Coloured ICBP(Yellow) as per technical specification clause 1504 complete including carriage.(including Edge restraints) | 7.33 | Sqm | - | - | - |
| 9.00 | Construction of Retaining wall/ Breast walls :- 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.
I) Ordinary soil.
Up to 3m depth. | 867.65 | Cum | - | - | - |
| 10.00 | Providing concrete for plain/reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203.
(B) With Crushed stone. I) P.C.C. grade M 15 Normal mix 1:2.5:5 | 264 | Cum | - | - | - |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 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
Kar/AD19-20/01 Improvement and Upgradation of road from Bhelughat Market to Bhelughat Waterfall under Assam Darshan for the year 2019-20.
2020_PWD_16002_128
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
270 days
Karbi Anglong
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,600
Empowered Officer, ASRB
₹4.4 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
29 Feb 2020
25 Jan 2020
6 Feb 2020
25 Jan 2020
5 Feb 2020
25 Jan 2020
25 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I)By manuals means B. In the area of thorny jungle.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt. (a) From private land
iii) Excavtion in soil with Hydraulic Excavator and trippers with disposal upto 1000m Excation for roadwork in soil with hydraulic excator of 0.90 cum bucket capacity including cutting and loading in trippers, trimming in bottom and side slopes, in accordence with requirements of lines, grade and cross-section, and transporting to the sembankment location with a lift up to 1.50 m and lead upto 1000 m as per Technical Specification Clause 302.3.
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 compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) From private land.
Granular sub-base with well graded material (table 400.1) (A). By mix in place method Construction of granular sub-base by providing well graded material 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
Water Bound Macadam Sub-base/ base 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 reqd. density Grading 2 as per Technical Specification Clause 405. (A) By Manual Means (A)WBM Grading-III (53mm to 22.5mm)
Inter locking concrete Block pavement (A) Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(including Edge restraints)
Providing and laying Coloured ICBP(Yellow) as per technical specification clause 1504 complete including carriage.(including Edge restraints)
Construction of Retaining wall/ Breast walls :- 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. I) Ordinary soil. Up to 3m depth.
Providing concrete for plain/reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. (B) With Crushed stone. I) P.C.C. grade M 15 Normal mix 1:2.5:5
Construction of granular sub-base by providing well graded material 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.
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (I) Coursed rubble masonry (1st sort) in 1:3 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (I) Sand filling
Surface drain :- (i) Construction of unlined surface drains of average cross-section area 0.40 Sqm. In soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and leas of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Hume Pipe Culvert :- Earth work in excavation of foundation of structures as per drawing and technical specification clause305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matterial and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing concrete for plain/reinforced cement concrete, in open foundation complete as per drawing and technical Specification clause 802,803,1202 & 1203. A. With crushed stone.
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105(i)
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of grunular material in single row including fixing collar with cement mortar 1:2 but excluding excavated,protection works,backfilling ,concrete and masonry works in head walls and parapet Clause 1103.
Providing concrete for plain/reinforced cement concrete, in Substructure complete as per drawing and technical Specification clause 802,803,804,806,809,1202 & 1204. A. With crushed stone
Plastering with cement mortar (1:4),15mm thick on brickwork in substructure as per Technical specifications clause 613.4 & 1204.
Construction of embankment with approved materials obtained from borrow pits with all lifts up to 1.5m, transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5 (a) from private land
Construction of Catch pits :- Earth work in excavation of foundation of structures as per drawing and technical specification clause305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matterial and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing concrete for plain/reinforced cement concrete, in open foundation complete as per drawing and technical Specification clause 802,803,1202 & 1203. A. With crushed stone. (ii) PCC Grade M-15
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (I) Coursed rubble masonry (1st sort) in 1:3 cement mortar
Plastering with cement mortar (1:4),15mm thick on brickwork in substructure as per Technical specifications clause 613.4 & 1204.
Planting of Trees and their Maintenance for three Year each 660.00 (Planting of trees by the road side (Avenue trees) in 0.60m 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 guard and maintaining the plants for three year.
Providing and fixing of retro reflectorised cautionary , mandatory , informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx 450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 : 800mm x 600mm rectangular
Routine Maintenance For the 1st Year
Routine Maintenance For the 2nd Year
Routine Maintenance For the 3rdYear
GIRI KANTA BORAH
AMPHU TERONPI
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