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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.6 LAccepted-AOC | l1 | Accepted-AOC ok | |
| 2 | L2₹1.9 L+₹34,240 (21.4%)Rejected-Finance AMBALA CANTT | L2 | Rejected-Finance DUE TO 2ND LOWEST | |
| 3 | L3₹2.0 L+₹39,060 (24.4%)Rejected-Finance 12 SHRI YANTRA NAGAR SECTOR A INDORE INDORE INDORE INDORE INDORE MADHYA PRADESH 452020 | INDORE | MADHYA PRADESH | 452020 | L3 | Rejected-Finance DUE TO 3RD LOWEST | |
| 4 | L4₹2.2 L+₹60,500 (37.9%)Rejected-Finance | L4 | Rejected-Finance DUE TO 4TH LOWEST | |
| 5 | L5₹2.2 L+₹64,920 (40.6%)Rejected-Finance | L5 | Rejected-Finance DUE TO 5TH LOWEST |
Tender Value
₹2.2 L
EMD Value
₹4,420
Closing Date
21 Oct 2021, 5:00 pmClosed
EE PD PWD B and R REWARI
GARHI BOLNI ROAD REWARI
RESTORATION OF ROAD CUT ON KATHUWAS TO SHAHBAJPUR KHALSA ROAD BY PHED SUB DIVISION NO. 2 REWARI FOR LAYING WATER SUPPLY PIPE LINE ROAD ID 10632
2021_HRY_190258_1
RESTORATION OF ROAD CUT ON KATHUWAS TO SHAHBAJPUR
Open Tender
Civil Works - Roads
Works
90 days
REWARI
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹4,420
Yes
REWARI
18 Jan 2022
29 Sept 2021
22 Oct 2021
29 Sept 2021
21 Oct 2021
29 Sept 2021
6 Oct 2021
Amount
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 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 (Based on HSR 17.15.1) 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.
Water Bound Macadam - II with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [HSR 17.23.3]
Providing and Laying 80 mm thick ISI marked lntertocking 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:- 1. In case of any difference in the unit & nomenclature of any of the HSR Items of Civil, P.H., depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. 2. Only reputed make material will be used (make/brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/works at site.
SANDEEP KUMAR CONTRACTOR
M/s Shree Laxmi Trading Company
JBNW ENTERPRISES
Rao Laal Singh Infra
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