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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC BHETAPARA CITY TOWN GUWAHATI P O BELTOLA P S BASISTHA DIST KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹2.0 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹2.0 Cr+₹1,486.80 (<0.01%)Rejected-AOC | ₹2.0 Cr+₹1,486.80 (<0.01%) | L2 | Rejected-AOC R |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
18 Jan 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, Chandmari, Guwahati
SOPD_TSP_20_21_03 Construction of village Road (ICBP) at Dahalahabi from Sachin Boro s house to Dhupguri L.P.School ,Udalguri BTC under Programme of SOPD-TSP of Assam for the year 2019-20 in PWD Udalguri (R and B) Division.
2021_PWD_19953_1
CE/DEV/TB/218/2020-21/6
Open Tender
Civil Works
Item Rate
270 days
Udalguri
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,000
Yes
Empowered Officer,ASRB
₹4.1 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
31 Mar 2021
5 Jan 2021
18 Jan 2021
5 Jan 2021
18 Jan 2021
8 Jan 2021
5 Jan 2021 - 18 Jan 2021
8 Jan 2021
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in 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 1.5 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 By Mechanical Means i. Private Land
Construction of subgrade and earthen shoulder 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)(a), ( Including cost of testing of materials at site and laboratory as directed by deptt.) (a) From private land
Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl. 401 (ii) for Grading -II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, habd packing, rolling with vibratory roller 8-10 tonnes in stages toproper grade and camber, applying and brooming requisite type of screening/binding material to fillup the intertices of coarse aggregate, watering and compacting to the reqd. density as per Technical Specification Clause 405 A. By Manual means iii. Grading-III (c) Using Screening type B(11.2mm Agg.)
Inter locking Concrete Block Pavement (A) Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
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 guard and maintaining the plants for three year.
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. Ordinary soil (i) upto 3m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone B.With Natural Gravel (1)P.C.C grade M 10 (Nominal mix 1:3:6)
Bedding for Pipe (ii)Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) (ii) Granular Materials.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B.With Natural Gravel (i)P.C.C grade M 15 (ii)Nominal mix (1:2.5:5) (Hand Mixing)
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 single
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 (ii)80cmX60cm rectangular.
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 (ii)60cm equilateral traingle
Dhajen Wary
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