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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.5 LAccepted-AOC VPO GANGANA NEAR RAVIDAS MANDIR 131302 | SONIPAT | HARYANA | 131302 | L1 | Accepted-AOC WORK ALLOTTED TO THE LOWEST AGENCY | |
| 2 | L2₹53.4 L+₹3.0 L (5.85%)Rejected-Finance | L2 | Rejected-Finance 1ST LOWEST ACCEPTED | |
| 3 | L3₹54.5 L+₹4.0 L (8.00%)Rejected-Finance | L3 | Rejected-Finance 1ST LOWEST ACCEPTED | |
| 4 | L4₹55.6 L+₹5.1 L (10.0%)Rejected-Finance | L4 | Rejected-Finance 1ST LOWEST ACCEPTED | |
| 5 | l5₹57.0 L+₹6.5 L (12.8%)Rejected-Finance | l5 | Rejected-Finance 1ST LOWEST ACCEPTED |
Tender Value
₹63.1 L
EMD Value
₹1.3 L
Closing Date
10 Feb 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Provincial Division 1 PWD (B-R) Br., Sonepat
Providing AND laying 80mm thick Interlocking Paver Blocks (Both Side) on 4-lanning of Old NH-71A in Gohana town Rd 33690 to 36000m in Sonepat Distt. Road ID 10227) Distt.
2022_HRY_205912_1
PWD/8295
Open Tender
Civil Works
Works
120 days
TEHSIL GOHANA SONEPAT
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹1.3 L
Yes
4 May 2022
31 Jan 2022
10 Feb 2022
31 Jan 2022
10 Feb 2022
31 Jan 2022
Amount
Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections within all lift and lead as per technical clause 301 of MORT&H specifications (Based on HSR 17.10.1)
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (HSR 17.5.3)
Providing & laying 150 mm Granular Sub-Base with Coarse Graded Material - Grading-I (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 clause 401.of MORT&H specifications. Grading I material 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 the engineer.
Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. (HSR 17.69.2) Note:- i) In case of any difference in the unit & momenclature of any of the HSR itms depicted in this DNIT and that given in HSR, the unit and momenclature given in HSR shall be applicable. Ii) In case of any difference in the unit of any Non-schedule items as per practice in this department, the conventional unit as per practice shall be applicable.
The Nidhi Coop. L C Society Ltd.
The Khusi Coop. Society Gohana
rahul goverment contractor
THE SUBH LAKSHMI CO L AND C SOCIETY LTD
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