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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-Finance HIMACHAL PRADESH HP | L1 | Accepted-Finance being L1 | |
| 2 | L2₹5.4 L+₹10,204 (1.91%)Rejected-Finance | L2 | Rejected-Finance being l2 | |
| 3 | Rejected-Technical VPO THANA TEHSIL NURPUR DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 176001 | - | Rejected-Technical Non Responsive | |
| 4 | Rejected-Technical | - | Rejected-Technical Non Responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical Non Responsive |
Tender Value
₹5.1 L
EMD Value
₹10,200
Closing Date
23 Mar 2026, 5:00 pmClosed
Executive Engineer
HPPWD Division Nurpur
Providing and laying G II, GIII at Km 0/400 to 0/543 and Construction of Retaining wall at various locatiuon(MPLADS)
2026_PWD_131643_2
5328-29 dated 13.03.2026
Open Tender
Civil Works
Percentage
Nurpur
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
Yes
₹10,200
10 Apr 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 K.N. static Road roller in stages to proper grade and camber, applying and brooming , crushable screening at the rate of 0.22 cum ( zero point two two cubic metres) per ten square metres, to fill up the intersitices of coarse aggregate, watering and compacting to the required density grading –II 63mm to 45mm ( sixty three millimetres to forty five millimetres)sizes, 75mm ( seventy five millimetres) compacted thickness as per M.O.R.D. technical specifications clause No. 405 as per the directions of the Engineer-in-Charge, including Caariage of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but execulding GST.
Providing, Laying, Spreading and compacting of stone aggregate of sizes to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 K.N. static road roller in stages to proper grade and camber, applying and brooming, crushable screening at the rate of 0.22 cum (zero point Two two cubic meters) per ten square meters, to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-III, 53 to 22.40 mm ( fifty three millimetres to twenty two point foue zero millimetres) sizes 75mm ( seventy five millimetres) compacted thickness as per M.O.R.D. technical specifications clause no. 405 By Mechanical Meansas per the directions of the Engineer-in-Charge, including Caariage of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but execulding GST.
Earth work 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 a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable matreial.as per the directions of the Engineer-in-Charge, including Caariage of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but execulding GST.
Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1 : 4: 8( one cement : four sand : eight graded crushed /broken stone aggregate 40mm ( forty millimeter) nominal size in open foundation . in or under water including pumping or bailing out water, dewatering, removal of slush as required at site, which may arise at the time of laying under water complete as per the directions of the Engineer-in-Charge, including Caariage of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but execulding GST.
Providing weep hole in brick masonary/stone masonry/plain/reinforced concrete abutment wing walls return wall with 100mm dia AC Pipe extending through the full with the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORTH technical specification clause 614, 709, 1204.3.7 as per the directions of the Engineer-in-Charge, including Caariage of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but execulding GST.
Back filling with boulder behind abutment wing and return wall complete as per drawings and technical Specifications clause 1204.3.8as per the directions of the Engineer-in-Charge, including Caariage of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but execulding GST.
Excavation in soil in hilly area by in ordinary rocks by mechanical means including cutting and trimming of sides slopes and disposing of excavated earth up to any lift and leads as per technical specification Clause 1603.2 as per the directions of the Engineer-in-Charge, including Caariage of materials in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge . The rate including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but execulding GST.
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