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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC Being L1 bidder |
| 2 | L2₹8.4 LRejected-AOC VILLAGE PORI P O MOHANI TEHSIL BANJAR DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | ₹8.4 L | L2 | Rejected-AOC Being L2 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹8.5 L
EMD Value
₹18,000
Closing Date
13 Apr 2026, 5:00 pmClosed
Executive Engineer Banjar division HPPWD Banjar
Near HPPWD rest House Banjar Tehsil Banjar District Kullu HP
Construction of RCC U Shape drain Km.0/00 to 0/210 and Construction of unlined drain Km.0/00 to 0/180).(Deposit)
2026_PWD_133645_15
17492-531 Dated-25.03.2026
Open Tender
Civil Works - Roads
90 days
Banjar
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹18,000
10 Jun 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
13 Apr 2026
8 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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. | - | Per cubic metre. | - | - | BI01010001010000000000000515BI0100001114 |
| 2 | Providing and laying cement concrete for plain concrete in open foundation 1:4:8 (One cement : four sand :eight graded crushed stone aggregate 40mm (forty milimetre nominal size) mechanically mixed in open foundations and sub structure of retaining walls, Breast walls and parapets etc. complete as per drawings and HP.PWD. specification/MORD technical specification section and clause 800,1202 and 1203 and curing complete including the cost of form work and hauling / 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. | - | Per cubic metre. | - | - | BI01010001010000000000000515BI0100001115 |
| 3 | Providing concrete for plain reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 1:3:6 (one cement : three sand : six graded stone aggregate graded stone aggregate 40mm (forty miilimetre nominal size) including the cost of form work and curing complete and hauling/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. | - | Per cubic metre. | - | - | BI01010001010000000000000515BI0100001116 |
| 4 | Suppling, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specification clause 1303.3. 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. | - | Per kg | - | - | BI01010001010000000000000515BI0100001117 |
| 5 | Construction of hill side drain in accordance with the requirement of specification true to line and grade.Dimension and other paticular as per drawing and technical specification clause 1606.1 with in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge. | - | Per cubic metre. | - | - | BI01010001010000000000000515BI0100001119 |
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