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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹15.0 LAccepted-Finance R O VILLAGE P O BAKRAS TEHSIL SHILLAI DISTT SIRMOUR HP | L3 | Accepted-Finance lowest | |
| 2 | L2₹14.8 LRejected-Finance | L2 | Rejected-Finance Not lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical Not qualify | |
| 4 | Rejected-Technical ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | - | Rejected-Technical Not qualify | |
| 5 | Rejected-Technical R O VILLAGE P O CHARATGARH TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | - | Rejected-Technical Not qualify |
Tender Value
₹6.7 L
EMD Value
₹13,350
Closing Date
1 Jan 2020, 5:00 pmClosed
EE Shillai
Executive Engineer HPPWD Division Shillai
Construction of link road to village Sathore Km 0/0 to 2/0 (SH- Providing and laying Sub-Base G-I in Km 0/0 to 2/00)
2019_PWD_33610_3
NO-PW/SD/CB/TA/19-20-8793-8892 DATED-10-12-2019
Open Tender
Civil Works - Roads
Item Rate
60 days
Shillai
pease refer to tender document
11 documents required · 11 mandatory
₹350
Yes
EE Shillai
₹13,350
27 May 2021
23 Dec 2019
2 Jan 2020
23 Dec 2019
1 Jan 2020
23 Dec 2019
Amount
Preparation of sub grade by dressing to camber ( earth work for the cutting involved or sub-grade to be paid for seperately depending upon the classification of soil) complete as per drawing & technical specification including all leads, lifts or as directed by the Engineer-in-Charge.
Consolidating of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per drawing & technical specification including all leads, lifts as per HP-PWD Specifications of 1990 volume-I or as directed by the Engineer-in-Charge.
Providing , laying, spreading and compacting stone aggregates of specific size to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable, screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density as per technical specification clause 405.WBM Grading- I 90mm to 45mm (Ninety to forty five milimetre) size (By Mechnical Means.) including haulage with in all leads, lifts and as directed by the Engineer-in-Charge.
RANJEET SINGH
Sohan SIngh
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