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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC | ₹15.5 L | L1 | Accepted-AOC ok |
| 2 | L2₹15.7 L+₹21,174.22 (1.37%)Rejected-Finance NOT AVAILABLE | ₹15.7 L+₹21,174.22 (1.37%) | L2 | Rejected-Finance reject |
| 3 | L3₹15.8 L+₹30,248.89 (1.95%)Rejected-Finance | ₹15.8 L+₹30,248.89 (1.95%) | L3 | Rejected-Finance reject |
| 4 | L4₹15.9 L+₹34,483.74 (2.22%)Rejected-Finance C O SUMAN ENTERPRISES SERGATA P O KOTI SUB TEHSIL JUNGA DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹15.9 L+₹34,483.74 (2.22%) | L4 | Rejected-Finance reject |
| 5 | L5₹15.9 L+₹42,348.45 (2.73%)Rejected-Finance | ₹15.9 L+₹42,348.45 (2.73%) | L5 | Rejected-Finance reject |
Tender Value
₹20.2 L
EMD Value
₹40,340
Closing Date
19 Feb 2026, 6:00 pmClosed
Executive Engineer HPPWD Shimla Division No. III
E. E. Shimla DIVISION NO. III, HPPWD, Shimla-3
Restoration of rain damages to road from Bharari to Kuftadhar Km 0.00 to Km 0.800 SH C.O retaining wall at Rd 0.150 to 0.165, 0.300 to 0.360, Breast wall at Rd 0.220 to 0.250, V.Shape drain and CD work at Rd 0.365.
2026_PWD_128340_1
SD-III-20707-20dt.11-02-2026
Open Tender
Civil Works - Roads
Percentage
90 days
Bharari Shimla
As per SBD
10 documents required · 10 mandatory
₹500
₹40,340
24 Apr 2026
12 Feb 2026
20 Feb 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 mtrs. And a lead upto 20 mtrs as per technical specifications clause .
Earth work in excavation for structures as per drawing and technical specification clauses 305.1 including setting out. construction of shoring bracing removal of stumps and other deleterious material and disposal up to lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material up to 3m depth.
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) complete including carriage of materials in all leads and lifts
Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 gradedstone aggregate 40 mm nominal size) mechnical mixed and curing complete including cost of centring and shuttering in Foundation and plinthas required complete including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges.
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:6:12 (1 cement : 6 coarse sand): 12 graded stone aggregate 40 mm nominal size) complete including carriage of materials in all leads and lifts
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, including the cost of centering, shuttering and finishing 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) complete including carriage of materials in all leads and lifts.
Providing and Laying flooring laid over cement concerete bedding complete as per drawing and technical specification clause 1303 Rubble stone laid in cement mortar 1:3.complete including carriage of materials in all leads and lifts
Providing and Laying 750 mm dia reinfirced cement concerete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling, concerete and masonary work in head walls and paraphets clause 1108.complete including carriage of materials in all leads and lifts.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in Granular materials including carriage of materials within all leads and lifts
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of material within all leads and lifts as per direction of Engineer-in-charge
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