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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.5 CrAdmitted-Finance VILL P O DENGAON P O P S BHANGAGARH P S DOKMOKA DIST KARBI ANGLONG | ₹1.5 Cr | L1 | Admitted-Finance |
| 3 | L2₹1.5 Cr+₹16,764 (0.11%)Admitted-Finance C O LT B PATHAK HOMEO COLLEGE ROAD PANJABARI PO PANJABARI PS DISPUR KAMRUP M ASSAM PIN 781037 | GUWAHATI | KAMRUP M | ASSAM | 781037 | ₹1.5 Cr+₹16,764 (0.11%) | L2 | Admitted-Finance |
| 4 | L3₹1.7 Cr+₹16.8 L (11.1%)Admitted-Finance | ₹1.7 Cr+₹16.8 L (11.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Mintu Bora L1 | GOURAV KUMAR ROY L1 | Sri Dharmeswar Pathak L2 | Amuilo Kro L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning and grubing road land including uprooting rank vegiable grassing bruches,shurbs,sapling trees girth up to 300m removable of stumps of such trees cut earlier and disposal of un serrviceable and of serviceable material to be used or auctioned up to a lead of 1000m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201specification. | 0.65 | Hect | - | - | - | - |
| 2.00 | Excavation in Hard Rock (blasting Prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift up to 1.5m and lead up to 200m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification clause 302.3.5 A. by Manual means | 60 | Cum | - | - | - | - |
| 3.00 | Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Tables 300-2with a lead up to 1000m as per Technical Specification Clause 301.5
(i) from private land | 4,158.7 | Cum | - | - | - | - |
| 4.00 | Construction of granular sub-base by providing closed graded materials spreading in uniform layers with motor grader on prepared surface mixing by mix method with rotavator roller to achive the desired density as per technical specification (ii) Grading II | 1,267.88 | 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 vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density
A. By Manual Means
(III) Grading-III
(b)Usinsg Screening Type-B (11.2 mm Agg.) | 604.69 | Cum | - | - | - | - |
| 6.00 | Cell Filled Concrete Pavement : Construction of plastic cell filled cement concrete pavement, thickness 100mm (as per design),over a prepared sub base with 53 grade ordinary portland cement (OPC) or any other type as per clause 1501.2.4 M30 (Grade) coarse and fine aggregates conforming to IS:2386 mixing in a concrete mixer of not less than 0.2 cum capacity and appropiate weight batcher using approved mix design (As per IRC 44.2008)laid in the cells made of high density polythyne sheets of thickness 0.22mm to about 0.25 mm side 150mm and depth 100mm of approximate weight of 1250kg for a road of 3.75m wide and 1.00km, putting iron spike of 200mm long at the end corners of the cells and using nylon treads passing through the cells 10mm below the top of the cells in approved fixed side formwork (steel channe wedges, steel plate including levelling the formwork as per drawing),maintaining camber of about 3 to 3.5%, spreading the concrete with sholvels, rake compacted using needle,scareed and plate vibrators and finished in continous operation,curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification of cell filled concrete pavement published by NRRDA | 4,875 | m2 | - | - | - | - |
| 7.00 | Interlocking Concrete Block Providing and Laying Interlocking Concrete Block Pavement (M-40) having Thickness 80mm as per Technical specification clause 1504 complete including carriage (a) Including Edge Block/Edge Restraint. . | 3,187.5 | Sqm | - | - | - | - |
| 8.00 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gm per sqm area thickness of 2.5mm is exclusive of surface appliedglass beads as per IRC:35.The finished surface to be level uniform and free from streaks and holes and conforming to the MORTH Specification. | 260 | Sqm | - | - | - | - |
| 9.00 | Planting of trees and their maintenance for three year (Planting of trees by the road site (Avenue trees) in 0.60m dia holes, 1m depth 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 maintainint the plants for three year. | 87 | each | - | - | - | - |
| 10.00 | Surface drain in ordinari rock :- Construction of unlined surface drain of average cross-sectionnal area 0.40 sqm in ordinary rock to specified lines, grade,levels and dimentions as per approved design and technical specification clause 307.(A) manual means | 1,400 | m | - | - | - | - |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 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/AD19-20/13 Improvement of road to Mahamaya Than at Dokmoka Ch. 0.00 m to Ch. 1300.00 m under Assam Darshan Scheme for the year 2019-20.
2020_PWD_16002_156
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Karbi Anglong
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
Empowered Officer, ASRB
₹3.4 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
Cleaning and grubing road land including uprooting rank vegiable grassing bruches,shurbs,sapling trees girth up to 300m removable of stumps of such trees cut earlier and disposal of un serrviceable and of serviceable material to be used or auctioned up to a lead of 1000m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201specification.
Excavation in Hard Rock (blasting Prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift up to 1.5m and lead up to 200m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification clause 302.3.5 A. by Manual means
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Tables 300-2with a lead up to 1000m as per Technical Specification Clause 301.5 (i) from private land
Construction of granular sub-base by providing closed graded materials spreading in uniform layers with motor grader on prepared surface mixing by mix method with rotavator roller to achive the desired density as per technical specification (ii) Grading II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density A. By Manual Means (III) Grading-III (b)Usinsg Screening Type-B (11.2 mm Agg.)
Cell Filled Concrete Pavement : Construction of plastic cell filled cement concrete pavement, thickness 100mm (as per design),over a prepared sub base with 53 grade ordinary portland cement (OPC) or any other type as per clause 1501.2.4 M30 (Grade) coarse and fine aggregates conforming to IS:2386 mixing in a concrete mixer of not less than 0.2 cum capacity and appropiate weight batcher using approved mix design (As per IRC 44.2008)laid in the cells made of high density polythyne sheets of thickness 0.22mm to about 0.25 mm side 150mm and depth 100mm of approximate weight of 1250kg for a road of 3.75m wide and 1.00km, putting iron spike of 200mm long at the end corners of the cells and using nylon treads passing through the cells 10mm below the top of the cells in approved fixed side formwork (steel channe wedges, steel plate including levelling the formwork as per drawing),maintaining camber of about 3 to 3.5%, spreading the concrete with sholvels, rake compacted using needle,scareed and plate vibrators and finished in continous operation,curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification of cell filled concrete pavement published by NRRDA
Interlocking Concrete Block Providing and Laying Interlocking Concrete Block Pavement (M-40) having Thickness 80mm as per Technical specification clause 1504 complete including carriage (a) Including Edge Block/Edge Restraint. .
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gm per sqm area thickness of 2.5mm is exclusive of surface appliedglass beads as per IRC:35.The finished surface to be level uniform and free from streaks and holes and conforming to the MORTH Specification.
Planting of trees and their maintenance for three year (Planting of trees by the road site (Avenue trees) in 0.60m dia holes, 1m depth 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 maintainint the plants for three year.
Surface drain in ordinari rock :- Construction of unlined surface drain of average cross-sectionnal area 0.40 sqm in ordinary rock to specified lines, grade,levels and dimentions as per approved design and technical specification clause 307.(A) manual means
Retro reflectorised Traffic sign:- providing and erecting of Retro-Reflectrorised cautionary, mandatory & imformatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 fix over aluminium sheeting 2mm thick fixed on angle Iron of 25x25x4mm supported on a mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45x45x60cm below ground level as per approved drawing and sign(all the steel work must be TATA/SAIL/ or any other approved brand). iv) 80cmx 60cm rectangular
Routine maintenance for 1st year
Routine maintenance for 2nd year
Routine maintenance for 3rd year
GOURAV KUMAR ROY
Sri Dharmeswar Pathak
Amuilo Kro
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