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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-Finance | L1 | Accepted-Finance Responsive | |
| 2 | L2₹6.9 L+₹29,491.47 (4.46%)Rejected-Finance | L2 | Rejected-Finance Non Responsive | |
| 3 | L3₹7.1 L+₹51,050.76 (7.72%)Rejected-Finance VILLAGE CHAMYANA P O KAMLA NAGER BHATTA KUFER DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L3 | Rejected-Finance Non Responsive | |
| 4 | L4₹7.2 L+₹60,203.28 (9.11%)Rejected-Finance | L4 | Rejected-Finance Non Responsive |
Tender Value
₹10.2 L
EMD Value
₹23,700
Closing Date
18 Feb 2026, 5:00 pmClosed
Executive Engineer
HP PWD NH Division Theog
Maintenance on Shimla bye pass road K.M .13.000 to 24.250 Sh C.O R Wall between R.D 18.160 to 18.175
2026_PWD_128332_4
PW.NH.CB.E.Ten.2025-9585-94 dt 06.02.2026
Open Tender
Civil Works - Roads
Percentage
90 days
NH Theog
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
₹23,700
16 May 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
18 Feb 2026
12 Feb 2026
Excavation for Structures .Earth work in excavation of foundation of structures as per drawings and technical specifications clause 304, including setting out, construction of shoring and bracing ,rermoval of slumps and other deleterious matter ,dressing of sides and bottom , back filling the excavation earth to the extent required and utlising the remaining earh locally for road work Ordinary Soil Manual Means , stacking the useful materials and disposal of unserviceable materials in all leads & lifts . Any loss to public /private poperty during course of excavation shall be the whole responsibility of the contractor including carriage of materials and equipment in all leads and lifts by all modes of transportation as per the direction by the Engineer-in-charge.
Providing and laying Plain Cement Concrete in M15 Grade in open Foundation complete as per Drawing and technical specifications clause 1500,1700,2100 , in all leads, lifts and carriage of materials by all means of transport etc. as per direction of the Engineer-in-Charge.
Providing and layingof filter mdia with granular material/stone crushed aggregate satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm ( six hundred millimetre ) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls abutment , wing wall and return walls to the full height compacted to a firm condition complete as per drawing and technical Specification, as per direction of the Engineer-in-Charge in all leads and lifts and carriage of materials by all means of transport etc.
Providing weep holes in Brick masonry/plain /reinforced concrete abutment,wing wall/return wall with 100 mm dia.AC pipe extending through the full width of the structure with slop of IV : 20 H towards drawing complete as per drawing and Technical Specifications and as per direction of the Engineer-in-Charge in all leads and lifts and carriage of materials by all means of transport as per the direction by the Engineer-in-charge.etc.
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