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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.5 LAccepted-AOC | 1 | Accepted-AOC 1st lowest | |
| 2 | 2₹20.8 L+₹34,044.08 (1.66%)Rejected-AOC | 2 | Rejected-AOC 2nd lowest | |
| 3 | 3₹21.0 L+₹54,154.52 (2.64%)Rejected-AOC | 3 | Rejected-AOC 3rd lowest | |
| 4 | 4₹22.8 L+₹2.3 L (11.2%)Rejected-AOC | 4 | Rejected-AOC 4th lowest | |
| 5 | 5₹24.7 L+₹4.2 L (20.5%)Rejected-AOC DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | 5 | Rejected-AOC 5th lowest |
Tender Value
₹30.7 L
EMD Value
₹55,900
Closing Date
26 Dec 2019, 11:00 amClosed
Executive Engineer
Executive Engineer NH Division HPPWD nahan
Restoration of Rain Damages to Jagadhri Chachrauli Khizrabad Bata Chowk road km 45/880 to 53/300 ( SH C/O PCC Retaining wall from RD 47/120 to 47/131RHS and C/O PCC B.w at RD 45/970 to 46/028 46/060 to 46/096 46/810 to 46/830 47/770 to 47/790
2019_MoRTH_528507_1
NIT No. 7686-92 dated 26.11.2019
Open Tender
Civil Works - Roads
Item Rate
90 days
Dhadulakuan
refer tender document
8 documents required · 8 mandatory
₹1,500
EE NH Division HPPWD Nahan
₹55,900
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.
MUKESH KUMAR
hemant
PARDEEP KUMAR
KULDEEP SINGH
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