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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.2 LAccepted-AOC 201 205 SAI SAMARTH COMPLEX MANEJA MAKARPURA MANEJA VADODARA GUJARAT 390013 UDYAM GJ 24 0031890 | VADODARA | GUJARAT | 390013 | ₹57.2 L | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹68.6 L+₹11.3 L (19.8%)Rejected-Finance | ₹68.6 L+₹11.3 L (19.8%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical bid is non responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical bid is non responsive |
Tender Value
₹57.8 L
EMD Value
₹1.2 L
Closing Date
20 Sept 2022, 3:00 pmClosed
PM, BRIDCUL
BRIDCUL, Awasthapna Bhawan Opp. Govt. ITI Niranjanpur Dehradun
Construction of Approach Road from Janki chatti to Kharsali, Block Naugaon, District Uttarkashi (Under Prasad Scheme, Govt. of India) Package-Civil II
2022_BRID3_48413_1
709/BRIDCUL/233/22 Dated 24.08.2022
Open Tender
Civil Works - Roads
Item Rate
180 days
Uttarkashi
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Project Manager, Project Unit Dehradun, BRIDCUL
₹1.2 L
BRIDCUL Dehradun
1 Sept 2023
26 Aug 2022
20 Sept 2022
26 Aug 2022
20 Sept 2022
26 Aug 2022
31 Aug 2022
Amount
WBM Grading 3 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 of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)
Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
Using Concrete Mixer
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
Centring and shuttering including strutting, propping etc. and removal of form for:-
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
VMR ENFRATECH AND EARTHMOVERS
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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