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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-AOC | ₹4.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.3 CrRejected-Finance | ₹4.3 Cr | L2 | Rejected-Finance Quoted price bid is higher than the other bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical 1 Clause 7 of ITB, 2 ITB 4.4 B a ii,ITB clause 12.2 d , 3 Clause 1.4 of Section 3, 4 Clause 4.4 B. b i. of Section 2, 5 Clause 4.4 B a.iii of apdx. to ITB, 6 Clause 4.4 B a .iii of apdx. to ITB |
| 4 | Rejected-Technical | - | - | Rejected-Technical 1 Clause 7 of ITB, 2 Clause 1.4 of Section 3,3 Clause 4.4B. b i. of Section 2,4 Clause1.10 of Section 3 and Cl. 4.2 k of Sec.2 |
| 5 | Rejected-Technical | - | - | Rejected-Technical 1 Clause 1.1 of Section 3 and clause 4.2 a ITB, 2 Clause 1.1 of Section 3, 3 Clause 1.1 of Section 3, 4 Clause1.10 of Section 3 and Cl. 4.2 k of Sec.2, 5 Clause 4.2 k of ITB,6 Clause 12.2 a i of ITB, 7 Clause 4.2 b and 4.6 of ITB etc. |
Tender Value
₹4.4 Cr
EMD Value
₹8.7 L
Closing Date
6 Jul 2020, 4:00 pmClosed
Chief Engineer,PMGSY
Chief Engineer,PMGSY (ARRDA) RWD, Itanagar, C.Sector(A.P)
Paver Block , GSB,WBM, PMC and pucca drain etc
2020_CEAR_95041_1
AR0602002
Open Tender
Civil Works - Roads
365 days
Ziro
As specified in SBD
9 documents required · 9 mandatory
₹15,000
Chief Executive Officer, ARRDA
₹8.7 L
Yes
O/o the Executive Engineer,RWD,Ziro
22 Sept 2020
22 Jun 2020
7 Jul 2020
22 Jun 2020
6 Jul 2020
24 Jun 2020
27 Jun 2020
Amount
SH: SHOULDER PREPARATION
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
SH: DISMANTLING OF DAMAGED BT
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per TechnicalSpecification Clause 202
SH: GRANULAR SUB BASE
Construction of granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with
SH: WBM-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
SH: CC PAVER BLOCK
Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in
SH: EDGE STRIP & CROSS STRIP
Providing and laying at or near ground level factory made kerb stone of M-25grade cement concrete in position to the required line, level and curvature, jointedwith cement mortar 1:3 (1 cement: 3 coarse sand),
SH: C.C. DRAIN.
Construction of CC side drain 15cm thick both side wall height 32cm M15(cc 1:2:4), cc base in M10(cc 1:3:6) 15cm thick i/c plastering earthwork complete as per drawing and direction of engineer incharge.
SH: TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES
Kilometre Stone. 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
i) Ordinary stone Precast
ii) 200mm stone
Providing and Fixing 'Logo' of PMGSY Project. Providing and fixing of typical PMGSY Citizen 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
Retro-reflectorised Traffic Signs. 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.
Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size
Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x
Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone,approch transition zone,working zone and terminal transition zone with a minimum distance of 2-3 from the edge of the carriage way. the bottom edge of the lowest sign plate to be not less than 2m above the road level,fixed on600mmx699mmx6mm angle iron post, founded and installed as per approved design and drawings,removed and disposed of after completion of construction work,all as per IRC:SP:55-2001.
Men at work.
Do not enter
Speed Limit
Routine Maintenance
First Year
Second Year
Third Year
Fourth Year
Fifth Year
Add GST @ 12%
M/s PUNA HINDA
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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