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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance BIKHUPON CHALIHA GOLAGHAT ASSAM 785621 | GOLAGHAT | GOLAGHAT | ASSAM | 785621 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹4.2 L (2.70%)Admitted-Finance KOCHGAON CITY TOWN GOLAGHAT P O FURKATING P S GOLAGHAT DISTRICT GOLAGHAT PIN 785610 | GOLAGHAT | ASSAM | 785610 | ₹1.6 Cr+₹4.2 L (2.70%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Mohinis Trade and Construction L1 | Rantu Boruah L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting WILD vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mni, removal of stumps of trees cut earlier and disposal of unserviceable materials and slacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 (I) By Manual Means (A) In area of non thorny jungle | 0.94 | Hect. | - | - |
| 2.00 | Loosening of the ground upto a level of 300 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub-grade construction as per Technical specification clause 303.5.2 | 2,256 | Cum | - | - |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private Land | 2,519.2 | 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 sloep and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (I) Private Land | 1,410 | 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 (I) For Grading II Material | 890.06 | Cum | - | - |
| 6.00 | 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/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requied density grading 2 as per technical specification clause 405. | 534.04 | Cum | - | - |
| 7.00 | Providing and laying of Interlocking Concrete Block Pavement having thickness 80mm as per Technical specification clause 1504 (iv) Rates are inclusive of C C Edge Block. | 7,083.74 | Sqm | - | - |
| 8.00 | Colour Block | 36.76 | Sqm | - | - |
| 9.00 | Earth work in excavation for foundation of st as per drawing and technical specification CIe setting out construction of shoring and bracin and other deleterious matter, dressing of sides backing filling with approved materials.' . f) Ordinary Soil (i) Upto 3m. | 91.4 | Cum | - | - |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203
II) P.C.C. Grade M 10 | 9.49 | Cum | - | - |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
17 Feb 2020, 4:00 pmClosed
SE PWD JRC
O/O The SE PWD JRC
Construction of road from Kachupathar to Borahi Chankala road
2020_PWD_16413_4
SE/JRC/SOPD(G)/3367.A
Open Tender
Civil Works – Roads
Item Rate
180 days
Khumtai
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,100
Yes
Empowered Officer ASRB
₹3.1 L
Yes
4 Aug 2020
12 Feb 2020
19 Feb 2020
12 Feb 2020
17 Feb 2020
12 Feb 2020
Amount
Clearing and grubbing road land including uprooting WILD vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mni, removal of stumps of trees cut earlier and disposal of unserviceable materials and slacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 (I) By Manual Means (A) In area of non thorny jungle
Loosening of the ground upto a level of 300 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub-grade construction as per Technical specification clause 303.5.2
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) 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 sloep and compacted to meet requirement of table 300.2 with lead upto 1000m 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 (I) 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/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requied density grading 2 as per technical specification clause 405.
Providing and laying of Interlocking Concrete Block Pavement having thickness 80mm as per Technical specification clause 1504 (iv) Rates are inclusive of C C Edge Block.
Colour Block
Earth work in excavation for foundation of st as per drawing and technical specification CIe setting out construction of shoring and bracin and other deleterious matter, dressing of sides backing filling with approved materials.' . f) Ordinary Soil (i) Upto 3m.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203 II) P.C.C. Grade M 10
Bedding for pipe. II) Type - B (1 st class bedding) ii) Granular material
Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600,1202 & 1203
Brick masonary work in Cement mortar 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602,603,604,1202 & 1204
Providing and lying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106. 600mm Dia
Plastering with cement mortar 1.4. 15mm thick on brick work in sub-structure as per technical specification clause No. 613.4 & 1204
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 1. Sand filling
Earth work in cushing (construction of subgrade and earthen shoulder with approve materials obtained from borrow pit with lead upto 3 km transporting to site, spreading, grading in required slop and compacting to meet requirement table 300-2.
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/ concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
Planting of trees and their Maintenance for one 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 manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for one year.
Making Tree Guard 53 cm dia and 1.3 m high as per design from empty bitumen drum (Making Tree Guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS Sheet rings 50mm x 0.5mm with rivets, complete in all respects.
Providing and erecting direction and place identification retro-Reflectorized sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on 2 inchdiaGl pipe firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specification clasue 1701 IV) 80cmx60cm
II) 600 mm Equatorial Triangle
Rantu Boruah
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