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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.9 LAccepted-AOC | ₹90.9 L | L1 | Accepted-AOC CONTRACT AWARDED |
| 2 | L2₹90.9 L+₹0.01 (<0.01%)Rejected-AOC | ₹90.9 L+₹0.01 (<0.01%) | L2 | Rejected-AOC CONTRACT NOT AWARDED |
| 3 | L3₹1.0 Cr+₹9.6 L (10.6%)Rejected-AOC | ₹1.0 Cr+₹9.6 L (10.6%) | L3 | Rejected-AOC CONTRACT NOT AWARDED |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 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
Dar/AD19-20/02 Improvement and upgradation of Basic Infrastructure, key infrastructure and connectivity of Tamul Bari Picnic spot at Kurua in Darrang under Asom Darshan Scheme for the year 2019-20
2020_PWD_16002_110
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Darrang
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,000
Empowered Officer, ASRB
₹2.0 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
5 Dec 2020
24 Jan 2020
6 Feb 2020
24 Jan 2020
5 Feb 2020
24 Jan 2020
24 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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. (A) from private land
Plant Mix Method Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
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 required density grading 2 as per Technical Specification Clause 405.GrI II material
Inter locking concrete Block Pavement (Providing and laying shaded interlocking concrete block pavement having thickness 80mm as per IS 15658 2006 Compressive sterength 47.2 N/mmsq
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(including cost of edge restrain wall)
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
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 75 mm x 6 mm 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 60 cm equilateral traingle
60 cm circular
600mmX450 rectangular
Excavation for Structures (Earth work in excavation of foundation of structures 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 backfilling with approved material.Manual Means(I) Without dewatering I)upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone P.C.C grade M 10
Bedding of pipe Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) Granular Material
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.
Providing and laying reinforced cement concrete pipe NP3 for culverts 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 works in head walls and parapets Clause 1106. B) 1000 mm dia
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M 15
Supplying fitting and fixing RCC Guard post 150 cm erracted 75 cm above ground and 75 cm bellow the ground with m 15 grade
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
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.
Providing and laying of hot applied thermoplastc compound 2.5 mm thick including refectorsing glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of suface applied glass beada as per IRC:35. The finished surface to be level, unifrom and free from streaks and holes and conforming to MoSrth specifications (AS per DOR SH& MDR 2018-19)
Ist year Maintenance cost
2nd year Maintenance cost
3rd year Maintenance cost
DHARANIDHAR DEKA
KAMALUDDIN AHMED
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