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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹22.2 LAccepted-Finance | l1 | Accepted-Finance LOWEST AMOUNT | |
| 2 | L2₹22.5 L+₹26,174.81 (1.18%)Rejected-Finance | L2 | Rejected-Finance HIGHEST AMOUNT | |
| 3 | L3₹22.6 L+₹42,970.31 (1.94%)Rejected-Finance V P O AND TEHSIL DEHRA DISTRICT KANGRA HIMACHAL PRADESH | KANGRA | HIMACHAL PRADESH | 175013 | L3 | Rejected-Finance HIGHEST AMOUNT | |
| 4 | Rejected-Technical | - | Rejected-Technical DUE TO LITIGATAION AFFEDEVIT NOT ATTACHED | |
| 5 | Rejected-Technical | - | Rejected-Technical DUE TO LITIGATAION AFFEDEVIT NOT ATTACHED |
Tender Value
₹21.8 L
EMD Value
₹44,000
Closing Date
26 Jan 2026, 5:00 pmClosed
EE HPPWD DIVISION DEHRA
EE HPPWD DIVISION DEHRA
Restoration of rain damages on Gopipur to Chamukha Road Km 0.00 to 6.00 SH Construction of Retaining wall at RD. 4.940 to 4.980 Breast wall at RD.2.420 to 2.470 and Providing and Laying 80mm thick Interlocking Paver Block at RD. 5.430 to 5.510 P
2026_PWD_126134_1
TENDR NOTICE NO10324-30 DATED 09.01.2026
Open Tender
Civil Works
Percentage
90 days
DEHRA GOPIPUR
Please refer Tender documents.
17 documents required · 17 mandatory
₹500
₹44,000
Yes
3 Feb 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
26 Jan 2026
20 Jan 2026
Earth work in excavation in foundation for all types of structures such as retaining walls, breast walls, culvers, drains, parapets and other similar structures in all kinds and classification of soil, including saturated soil comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown on the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and obstructions necessary for placing the foundations, trimming, leveling ramming and watering bottom of excavation and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 15cm (fifteen centimeter) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification clause 305.1 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated cement concrete 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40mm ( fourty millimeter) nominal size) for plain cement concrete, in or under water in open foundation for all types of structures, including pumping or bailing out water/ dewatering (surface/sub-soil water) and including removal of slush which may arise at the time of laying under water for all heights/depth and any quantum of water including cost of form work and curing complete as per drawing and MORD technical specification 802, 803, 1202 & 1203 and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkhana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government.
Providing and laying 100mm (one Hundred millimeter) dia ISI marked P.V.C. pipe Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1(V): 20H (One vertical isto twenty Horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614,709,1204.3.7 and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
Back filling behind abutment Retaining wall/Breast wall, Wing walls and the like with approved granular materials complete as per drawings and MORD technical specification clause 1604.7 and section 300 as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade-M20 (M-Twenty) Nominal mix 1:2:4 (one cement isto two sand isto four graded crushed stone aggregate (40mm) forty millimeter nominal size) in or under water in open foundation for all types of structure and the like in solid causeway and Catchpit flooring etcetera, including cost of form work and curing complete as per drawing and MORD technical specification clause 802, 803, 1202 & 1203 and as per the direction and the entire satisfaction of Engineer-in-Charge, including pumping or bailing out water/dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying under water for all heights/depths and any quantum of water complete including carriage of materials up to all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government
Providing and laying ISI marked factory made chamfered edge Cement Concrete paver blocks having thickness 80 mm of M-30 grade with approved color design and pattern in footpath, parks, lawns,drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate including Royality, Malkhana, Octroi, toll tax, sale tax ,GST or any other taxes imposed by the Government.
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