Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.8 LAccepted-AOC | 1 | Accepted-AOC AOC | |
| 2 | 2₹19.1 L+₹27,449 (1.46%)Rejected-Finance | 2 | Rejected-Finance 2nd lowest | |
| 3 | 3₹23.7 L+₹4.9 L (26.1%)Rejected-Finance | 3 | Rejected-Finance 3rd lowest | |
| 4 | 4₹30.1 L+₹11.3 L (60.3%)Rejected-Finance | 4 | Rejected-Finance 4th lowest | |
| 5 | Rejected-Technical | - | Rejected-Technical does not fulfil minimum qualification criteria |
Tender Value
₹20.9 L
EMD Value
₹41,900
Closing Date
2 Jul 2020, 11:00 amClosed
Executive Engineer
Executive Engineer NH Division HPPWD Nahan
Restoration of rain damages on Nahan Do Sarka Sarahan Kumarhatti road Km 0/0 to 78/0 (SH Construction of retaining wall between Km 59/350 to 59/400, 59/420 to 59/435, 75/390 to 75/400 and 55/360 to 55/380) Under FDR
2020_PWD_38086_1
NIT No. 1231-71 dated 03.06.2020
Open Tender
Civil Works - Highways
Item Rate
60 days
Nahan
refer tender document
11 documents required · 11 mandatory
₹500
Executive Engineer NH Division HPPWD nahan
₹41,900
21 Jul 2020
15 Jun 2020
3 Jul 2020
15 Jun 2020
2 Jul 2020
15 Jun 2020
Amount
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads dressing of sides and bottom and backfilling in trenches with excavated suitable material upto all depth including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete for plain / reinforced (P.C.C.Grade M-15 ) (Fifteen) , nominal mix in open foundations complete as per drawings and technical specifications including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge.
Providing weep holes in brick/stone masonry /plain / reinforcement concrete work abutment,wing walls,return walls with 100 mm (One hundred Milimetre)dia PVC pipe extending through the full widthof the structure with slope of 1(v) : 20(Twenty) (H) toward drawing face complete as per drawing and technical specification clause 614,709,1204.3.7. including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge.
Backfilling behined abutment wing wall and return wall complete as per drawing & technicall specification clause 1204.3.8 including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm (Six hundred Milimetre)with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge.
Naveen Chauhan
Nikhil
Bhupender Chauhan
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .