Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC A T ROAD HOUSE NO 0 CITY TOWN BOKAKHAT P O BOKAKHAT P S BOKAKHAT DIST GOLAGHAT PIN 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹3.0 Cr | L1 | Accepted-AOC L1 so AOC awarded |
| 2 | L2₹3.0 Cr+₹850 (<0.01%)Rejected-AOC AT ROAD BOKAKHAT ASSAM | ₹3.0 Cr+₹850 (<0.01%) | L2 | Rejected-AOC Not awarded |
| 3 | Rejected-Technical GOHAIN TEKELA GAON JORHAT ASSAM PIN 785001 | JORHAT | ASSAM | 785001 | - | - | Rejected-Technical Technical disqualified |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
26 Dec 2024, 2:00 pmClosed
Addl Chief Engineer, PWD (R), Eastern Zone, Dibru
O/O Addl Chief Engineer, PWD (R), Eastern Zone, Dibrugarh
Improvement of Bilotia to Bonkual Road from Bortal Chariali towards Dessoi G.P. office, L 2.25 km under PWRD, Bokakhat and Dergaon Territorial Road Division, Bokakhat
2024_PWD_41049_1
NIT/ EZ/NRL/NIT/2024/216/05
Open Tender
Civil Works – Roads
Item Rate
365 days
Bokakhat
Please refer tender document
6 documents required · 6 mandatory
₹9,000
₹6.0 L
Yes
31 Jan 2025
11 Dec 2024
27 Dec 2024
11 Dec 2024
26 Dec 2024
11 Dec 2024
11 Dec 2024 - 26 Dec 2024
Amount
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause 301.5(a) Private land.
Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.2 with a lead up to 1000m as per technical specification clause 303.1(a) Private land
Granular Sub-Base with Coarse Graded Material (Table: 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)(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 ,hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(Including Edge block/ Edge restraints).
Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.(b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
Retro reflactorised Trafic Signs : Providing and erecting direction and place identification retro-reflactrised sign as per IRC:67made of encapulated lens type reflactive sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.90 sqm suported on a miled steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification clause 1701. ii) 600mm equilateral triangle
Retro reflactorised Trafic Signs: Providing and erecting direction and place identification retro-reflactrised sign as per IRC:67made of encapulated lens type reflactive sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.90 sqm suported on a miled steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification clause 1701. iii) 600mm circular
Retro reflactorised Trafic Signs: Providing and erecting direction and place identification retro-reflactrised sign as per IRC:67made of encapulated lens type reflactive sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.90 sqm suported on a miled steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification clause 1701. iv) 800mm x 600mm rectangular
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . I)Ordinary Soil (i) Upto 3m.
Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702,704,1202 & 1203 (i) Coursee rubble masonry (1st sort) In 1:6 Cement mortar
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203, PCC grade M-10 (1:3:6)
Stone masonry work in cement mortar in Sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 (i) Coursee rubble masonry (1st sort) In 1:4 Cement mortar
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing Hump type Speed Breaker on ICBP/CC Roads Length 3.75 m - 3.75 m x 7= 26.25 Rm
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
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)
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. iii) 200m stone (precast)
M/S. M.P. AGARWALLA (BID ID -252595)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .