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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.9 L+₹1,112.33 (0.60%)Rejected-Finance NEAR GOVT BOYS SCHOOL BHARELI ROAD VPO BARWALA PANCHKULA HARYANA 134118 | PANCHKULA | PANCHKULA | HARYANA | 134118 | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.9 L+₹8,791.36 (4.76%)Rejected-Finance HOUSE NO 380 MAAN COLONY KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | L3 | Rejected-Finance L3 | |
| 4 | L4₹2.0 L+₹10,442.78 (5.65%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹2.1 L+₹20,347.88 (11.0%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹4,000
Closing Date
28 Dec 2020, 5:00 pmClosed
Executice EngineerProvincial Division No 1 Karnal
Executice Engineer Provincial Division No 1 Karnal
DNIT for Providing and laying Interlocking pavar block on Sambli App road Road ID 8631 length Km 0 to 0.070 RHS in Karnal District
2020_HRY_153460_1
DNIT for Providing and laying Interlocking pavar
Open Tender
Civil Works
Works
30 days
DNIT for Providing and laying Interlocking pavar
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹4,000
Yes
12 Dec 2022
17 Dec 2020
29 Dec 2020
17 Dec 2020
28 Dec 2020
17 Dec 2020
Amount
Earth work excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving an average horizontal throw upto 2 metres, and an average vertical lift upto 0.5 metre including breaking of clods. Excavated earth may be reused on berms and disposed off surplus earth with all lead and lift including dressing complete in territorial as per direction of Engineer-in-charge will be incidental to work and nothing will be paid. (NS)
Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed (HSR 24.1) Note: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work.
Providing and laying 100 mm thick granular sub base consisting of filter 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. Materials to be used and operations of manufacturing shall be approved by engineer.
Providing and laying 80mm thick interlocking paver blocks ISI marked (IS code: 15658:2006) of all shapes and colours in design mix cement M-40 as per IRC:SP:63-2004, over a bed of 30 mm thick fine sand complete in all respects. [HSR 10.159]
Manufacturing, supplying and laying of precast cement concrete rectangular block (0.45 M x 0.30 M x 0.15 M ) M-30 grade using minimum cement concrete 320 Kg/ per cum with digital batching plant duly compacted with table vibration including setting in position over bed prepared with 25mm thick fine sand and filling up the joints with fine sand (NS)
M/s Parvi Construction, Barwala
the pal cooperative labour and construction limited karnal
M/s Gautam Construction CO.
AMY BUILDERS
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