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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.1 LAccepted-AOC 1077 SECTOR 16 AND 17 125001 | HISAR | HISAR | HARYANA | 125001 | 1 | Accepted-AOC Lowest agency | |
| 2 | 2₹2.3 L+₹16,761 (7.81%)Rejected-Finance | 2 | Rejected-Finance Rates on higher side |
Tender Value
₹1.9 L
EMD Value
₹4,000
Closing Date
21 Jul 2020, 5:00 pmClosed
Executive Engineer
Provl. Divn. PWD BandR Br., Bhiwani
Special repair due to road cut made by Municipal Council, Bhiwani against Amrut Yojana at Bhiwani in Bhiwani District
2020_HRY_135861_1
Bhiwani_Road Cut Amrut Yojana Rs.1.92 lacs
Open Tender
Civil Works
Works
30 days
Bhiwani
Please refer tender documents
2 documents required · 2 mandatory
₹500
Yes
Executive Engineer, Provl. Divn. PWD BandR Br.,
₹4,000
23 Jul 2020
15 Jul 2020
22 Jul 2020
15 Jul 2020
21 Jul 2020
15 Jul 2020
Amount
Earth work excavation in ordinary soil exclusive of compensation of earth. (a) Kassi work undressed involving n average horizontal throw upto 2 metres, and an average vertical lift upto 0.05 metre including breaking of clods. HSR(6.2(a)
Carriage and disposal of earth with an av. Lead of 3 KM (4.1(a)+5.2(a)
E/Work in embankment including excavation of earth. In all kind of soils with an av. lead 5 Km. including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition.N.S.)
Providing and laying 225 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer.
Providing & laying 225mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.)Note: No local earth /natural occurring sand shall be allowed to be used as binding/ screening.
Devraj Garg
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