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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 3 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 4 | L2₹1.9 Cr+₹2,115.80 (0.01%)Admitted-Finance | ₹1.9 Cr+₹2,115.80 (0.01%) | L2 | Admitted-Finance |
| 5 | L3₹2.1 Cr+₹21.2 L (11.1%)Admitted-Finance VILL P O DENGAON P O P S BHANGAGARH P S DOKMOKA DIST KARBI ANGLONG | ₹2.1 Cr+₹21.2 L (11.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Kamal Giri L1 | GOURAV KUMAR ROY L1 | Amuilo Kro L1 | SRI DILIP KR DAS L2 | Mintu Bora L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land : Clearing and grubing road land including uprooting wild vegetation, grass,busheds,saplings and trees of girth upto 300 mm,removal of stumps of such trees cut earlier and disposan 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 specfication cluase 201. (i) By Manual Means. (A) In area of non thorny jungle. | 2.2 | Hect. | - | - | - | - | - |
| 2.00 | Construction of Embankment with Material obtained from Borrow Pits : Contruction of embankment with approved materiala obtained from borrow pits with a lift upto 1.5 m, transporting to site,spreading,grading to required slope and compacting to meet requirement o Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land. | 11,632.1 | cum | - | - | - | - | - |
| 3.00 | Construction of Subgrade and Earthen Shoulders : 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) Private Land | 5,917.8 | 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 three whell 80-100 kN static roller capacity to achieve the desired density,complete as per technical Specification Clause 402. Grading - B . | 1,117.31 | cum | - | - | - | - | - |
| 5.00 | WBM Grading 3 Using stone screening type - B 11.2 mm for Gr. - III : 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 requisite type of screening/binding material to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density grading 3 as per technical specfication cluase 405. (A) By Manual Means. | 577.5 | cum | - | - | - | - | - |
| 6.00 | Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504 . | 7,700 | sqm | - | - | - | - | - |
| 7.00 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MORTH specifications | 400 | Sqm | - | - | - | - | - |
| 8.00 | 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. | 134 | each | - | - | - | - | - |
| 9.00 | Retro - reflectorised Traffic Signs : 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 75mm x 6mm 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 . (iv) 80cmx60cm rectangular . | 1 | each | - | - | - | - | - |
| 10.00 | E/W in excavation for foundation structure as per drawing and technical specification including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. (i) Ordinary soil
(A). By manual means (i) upto 3.00m depth | 103.24 | cum | - | - | - | - | - |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 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/AD19-20/15 Improvement of road to Namghar at Bampathar (Tiwa gaon), Howraghat from Ch. 3700.00 m to Ch. 5700.00 m under Assam Darshan Scheme for the year 2019-20.
2020_PWD_16002_158
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
₹6,300
Empowered Officer, ASRB
₹4.2 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 grubing road land including uprooting wild vegetation, grass,busheds,saplings and trees of girth upto 300 mm,removal of stumps of such trees cut earlier and disposan 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 specfication cluase 201. (i) By Manual Means. (A) In area of non thorny jungle.
Construction of Embankment with Material obtained from Borrow Pits : Contruction of embankment with approved materiala obtained from borrow pits with a lift upto 1.5 m, transporting to site,spreading,grading to required slope and compacting to meet requirement o Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land.
Construction of Subgrade and Earthen Shoulders : 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) 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 three whell 80-100 kN static roller capacity to achieve the desired density,complete as per technical Specification Clause 402. Grading - B .
WBM Grading 3 Using stone screening type - B 11.2 mm for Gr. - III : 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 requisite type of screening/binding material to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density grading 3 as per technical specfication cluase 405. (A) By Manual Means.
Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504 .
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MORTH specifications
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.
Retro - reflectorised Traffic Signs : 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 75mm x 6mm 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 . (iv) 80cmx60cm rectangular .
E/W in excavation for foundation structure as per drawing and technical specification including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. (i) Ordinary soil (A). By manual means (i) upto 3.00m depth
Bedding of pipe : (i) Type A ( Concrete Cradle ) Bedding : Laying concrete cradle bedding with M15 Grade Cement Concrete as per clause 1105 (i)
Plain cement concrete M10 ( 1:3:6 nominal mix ) in leveling course below open foundation of head walls as per drawing & technical specification clause 1109 . II ) P.C.C. grade M15
Labour for laying reinforced cement concrete pipe NP3 for culvert on first class Bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works , backfilling , concrete and masonry work in head wall and parapets as per clause 1106. A) 1000 mm dia.
Plastering with cement mortar ( 1:3 ) on brick work in sub structure as per technical specifications.
Routine maintenance for 1st year
Routine maintenance for 2nd year
Routine maintenance for 3rd year
GOURAV KUMAR ROY
Amuilo Kro
SRI DILIP KR DAS
Mintu Bora
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