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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹2.4 Cr+₹15.7 L (6.92%)Rejected-AOC M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | ₹2.4 Cr+₹15.7 L (6.92%) | L2 | Rejected-AOC L2 Rejected |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
19 May 2020, 2:00 pmClosed
ADDITIONAL CHIEF ENGINEER.PWD ROADS
O/O THE ADDITIONAL CHIEF ENGINEER PWD ROADS TEZPUR ZONE TEZPUR
Re Construction of Hojai to Jogijan Road under SOPD (G) for the year 2019-20 0f Hojai District Territorial Road Division, Hojai
2020_PWD_17457_4
ACE/TEZ/CS/NR/2020-21/06
Open Tender
Civil Works
Item Rate
180 days
Hojai
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,600
Yes
EMPOWERED OFFICER ASSAM STATE ROAD BOARD GUWAHATI
₹4.5 L
Yes
4 Aug 2020
11 May 2020
19 May 2020
11 May 2020
19 May 2020
11 May 2020
11 May 2020 - 19 May 2020
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder (Average 150mm filling ) to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III 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 screeing to fill-up the interstices of coarse aggregate, watering and compacting to the required density . Grading 3 as per Technical Specification Clause 405 (A) By Manual Means
Prime Coat (i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (I)'with 60/70 or VG-30 grade bitumen for Grading-II(10 mm nominal size)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
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) 600mm equilateral triangle
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.
Sri Dhrubajyoti Kakati
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