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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC HO SAINJ VPO SAINJ TEHSIL SAINJ DISTT KULLUH P | KULLU | HIMACHAL PRADESH | 172002 | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹12.1 L+₹23,289.92 (1.96%)Rejected-AOC BANJAR DIVISION H P P W D BANJAR | L2 | Rejected-AOC L2 bidder | |
| 3 | L3₹12.2 L+₹29,112.40 (2.45%)Rejected-AOC MANDI HIMACHAL PRADESH | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | L3 | Rejected-AOC L3 bidder | |
| 4 | Rejected-Technical NOT FOUND | NEW DELHI | DELHI | 110001 | - | Rejected-Technical Non Responsive |
Tender Value
₹11.6 L
EMD Value
₹24,000
Closing Date
30 Jan 2026, 5:00 pmClosed
Executive Engineer Banjar Division HPPWD Banjar
Near HPPWD Rest House Banjar Tehsil Banjar Distt. Kullu HP
Construction of Embankment and construction wire crated retaining wall at RD -13/710 to 13/760 under PDNA
2026_PWD_126717_1
13076-13115 Dated-13.01.2026
Open Tender
Civil Works - Roads
Percentage
90 days
Sainj
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹24,000
13 May 2026
25 Jan 2026
31 Jan 2026
25 Jan 2026
30 Jan 2026
25 Jan 2026
Excavation in earth work for structure in all heights and depths in all kinds of soil including ordinay rock,hard rock (Requiring blasting), hard rock(blasting prohibited), marshy soil and their intermediate classification. If water is met due to stream flow, seepage, rain and other causes it shall be removed by suitable diversion, pumping and bailing out and the excavation shall be kept dry whenever so required by the contractor at his own cost , including dressing of slopes and beds setting out conforming to required lines, grades , side slopes as shown in the drawing and as per direction of Engineer-in-charge and transportation of soil to road way after back filling and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites including its stacking, leveling and dressing in all leads and lifts through all modes of transportation including head load animal load or mechanical means or other incidentals to complete the work as per technical specifications clause 305.1. All useful materials,such as stone shingles, agg. and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts. Any loss to the public and private property during the course of execution of disposal of serviceable and un-serviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respects.
Providing and laying of boulder upron laid in wire crates with 4mm dia G-I wire confirming to IS 280 amd IS 4826 in 100mmx100mm mesh (woover diaganally_ inculding ten percent extra for laps and joints laid with stone boulder weighting not less than 25 kg each as per drawing and technical specification clause 1301.with in all leads and lifts of material complete as per direction and entire satisfaction of Engineer-in-charge. .
Construction of the Embankment with approved material of obtained from borows pits with a lift up to 1.50 m transporting to site spreading grading a requird slope and compacting to meet requirement of table 300.1 and 300.2 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.
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