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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹51 (<0.01%)Admitted-Finance | ₹1.3 Cr+₹51 (<0.01%) | L2 | Admitted-Finance |
| 3 | L2₹1.3 Cr+₹51 (<0.01%)Admitted-Finance NUMALIGARH BLOCK GAON GOLAGHAT P O KANAIGHAT P S NUMALGARH DIST GOLAGHAT PIN 785699 | GOLAGHAT | ASSAM | 785699 | ₹1.3 Cr+₹51 (<0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bijoy Kutum L1 | PRABESH BARMAN L2 | DILIP TAMULY 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 | 0.9 | Hect. | - | - | - |
| 2.00 | 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 | 6,077.08 | 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 sloep and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (I) Private Land | 1,919.1 | 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 (I) For Grading II Material | 852.19 | Cum | - | - | - |
| 5.00 | 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. | 426.09 | Cum | - | - | - |
| 6.00 | 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. | 5,618.25 | Sqm | - | - | - |
| 7.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
Reinforced Cement Concrete | 26.64 | Cum | - | - | - |
| 8.00 | 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. | 93.19 | Cum | - | - | - |
| 9.00 | 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 | 6.42 | Cum | - | - | - |
| 10.00 | Bedding for pipe.
II) Type - B (1 st class bedding)
ii) Granular material | 6.51 | Cum | - | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
11 May 2020, 4:00 pmClosed
SE PWD JRC
O/O The SE PWD JRC
Construction of Road from NH-37 to Bhokot Chapori
2020_PWD_17211_5
SE/JRC/SOPD(G)/3925
Open Tender
Civil Works – Roads
Item Rate
180 days
Bokakhat
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,900
Empowered Officer ASRB
₹2.8 L
Yes
28 Jul 2020
18 Mar 2020
15 May 2020
18 Mar 2020
11 May 2020
18 Mar 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
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.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Reinforced Cement Concrete
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
1st Class Brick work in Cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600,1202 & 1203
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. 1000mm Dia
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
Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specifications
Supplying, fitting and placing mild steel reinforcement complete as per drawing and technical specifications Clause 1208.2
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 i)R.C.C grade M 20 nominal mix Height upto 5M
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification (ii) Sandy material
Guard Posts Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
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.
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 Ii) 60mm equilateral triangle
Iv) 800mm x 600mm rectangular
PRABESH BARMAN
DILIP TAMULY
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