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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.5 LAccepted-AOC | 1 | Accepted-AOC 1st lowest | |
| 2 | 2₹21.2 L+₹1.6 L (8.29%)Rejected-AOC | 2 | Rejected-AOC 2nd lowest | |
| 3 | 3₹21.5 L+₹2.0 L (9.99%)Rejected-AOC | 3 | Rejected-AOC 3rd lowest | |
| 4 | 4₹23.3 L+₹3.7 L (19.1%)Rejected-AOC DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | 4 | Rejected-AOC 4th lowest | |
| 5 | 5₹27.5 L+₹7.9 L (40.6%)Rejected-AOC | 5 | Rejected-AOC 5th lowest |
Tender Value
₹28.3 L
EMD Value
₹51,500
Closing Date
26 Dec 2019, 11:00 amClosed
Executive Engineer
Executive Engineer NH Division HPPWD nahan
RR Damages to Kala Amb Paonta road km 46/0 to 103/0 on NH 72 New NH No.07 ( SH C/O PCC RW from RD 73/525 to 73/540.50 and C/O PCC BW at RD 70/120 to 70/140 70/368 to 70/400 70/730 to 70/760 70/980 to 71/040 (RHS) and 73/645 to 73/660 (LHS)
2019_MoRTH_528507_2
NIT No. 7686-92 dated 26.11.2019
Open Tender
Civil Works - Roads
Item Rate
90 days
Dhaulakuan
refer tender document
8 documents required · 8 mandatory
₹1,500
EE NH Division HPPWD Nahan
₹51,500
20 Jan 2020
18 Dec 2019
27 Dec 2019
18 Dec 2019
26 Dec 2019
18 Dec 2019
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 concrete for plain / reinforced (P.C.C. M-20 ) (twenty) , nominal mix 1:2:4 (one cement: two sand : four crusted stone aggregate twenty millimetres nominal size ) in open foundations complete as per drawings and technical specifications clause 802, 1202 and 1203 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.
PARDEEP KUMAR
hemant
KULDEEP SINGH
AKHIL KUMAR GOVT CONT
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