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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC | ₹2.5 Cr | L1 | Accepted-AOC accept |
| 2 | L2₹2.5 Cr+₹3,010.60 (0.01%)Rejected-AOC | ₹2.5 Cr+₹3,010.60 (0.01%) | L2 | Rejected-AOC accept |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
30 Jan 2019, 3:00 pmClosed
Addl. Chief Engineer, PWD(Rd), E/Zone, Dibrugarh
Additional Chief Engineer, PWD (Roads), Eastern Zone, Dibrugarh
Construction of Dhodar Ali to Borsayak Dibrual, under SOPD for the year 2018-19 Ch. 0.00 m to Ch. 2950.00 m, under PWD, Sivasagar Rural Road Division, Sivasagar-Amguri LAC
2019_PWD_11327_1
ACE/EZ/SOPD/Barsayak/AMGURI
Open Tender
Civil Works
Item Rate
270 days
Amguri
Please refer Tender Document
6 documents required · 6 mandatory
₹6,100
Empowered Officer, ASRB, A/C No.10566991479
₹4.8 L
Yes
10 Aug 2020
23 Jan 2019
30 Jan 2019
23 Jan 2019
30 Jan 2019
23 Jan 2019
23 Jan 2019 - 30 Jan 2019
Amount
Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 30mm, removal of slumps of such trees cut earlier and disposal of unserviceable matreials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per clause 201.1 i) By Manual Means (A) In area of non thorny jungle
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 (B)Above 600mm to 900mm dia Hume pipe
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with lead upto 1000m as per Technical specification Clause 301.5 (a) From Private land
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 table 300.1 & 3002.2 with lead upto 1000m as per Technical specification clause 303.1 a) From 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 rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 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 required density grading 2 as per Technical Specification Clause 405. (A) By manual means
Providing and laying inter locking block pavement (M-40) having thickness 80mm as per drawing and technical specification clause 1504 (incl. Of edge restraint and carriage)
Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out ……………… with excavated material 1. Ordinary soil (i) upto 3m depth
Laying (First class) bedding on well compacted sand, moorum as per clause 1105 (ii)Granular material
Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 1109.
Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109 (in prop.1:4)
Plastering with cement mortar (1:4) 15mm thick on brick work for substructure as per technical specification.
Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row. B) 1000mm dia
11.1 : Earthwork in exacavation for foundation of structures upto 3 m depth as per drawing and tech spech (i) Ordinary soil, up to 3.00 m depth.
11.4: Providing concrete for plain/reinforced concrete in open foundation complate (a) with crushed stone (i) PCC . Grade M-10
11.60 : stone masonary works in cement mortar in foundation complate 1) coursed rubble masonary (1st sort) up to bed level
ii) coursed rubble masonary(2nd sort)
12.50 : Plain/reinforced cement concrete in substructure complete as per drawing and tech spec A.with crusheh stone RCC M25
12.50 : Plain/reinforced cement concrete in substructure complete as per drawing and tech spec RCC grade M25 For Slab
13.20 : supplying fitting and placing TMT/HYSD bar reinforcement in superstructure complate
12.90 : Providing weep holes in brick masonary/stone masonary Abutment spacing 50 cm above bed
13.16:filter joint (ii) Providing and fixing 20 mm thick compressible fibre board
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary kilometer stone (precast)
iii) 200m stone (precast)
Sri Rintu Borgohain
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