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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.5 LAccepted-Finance VILL KHARLA P O DHARARA TEHSIL TIKKAR SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹19.5 L | L-1 | Accepted-Finance 1 |
| 2 | L-2₹19.9 LRejected-Finance | ₹19.9 L | L-2 | Rejected-Finance 2 |
Tender Value
₹18.9 L
EMD Value
₹38,000
Closing Date
16 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD Rohru
R R Damage on Deoli Khalai Dharikuper road 0 00 to 8 500 SH C O R Wall at RD 7 344 7 379 B Wall at RD 7 320 7 340
2026_PWD_133648_15
448-57 DATED 7-4-2026
Open Tender
Civil Works - Roads
120 days
Rohru
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹38,000
9 Jun 2026
8 Apr 2026
17 Apr 2026
8 Apr 2026
16 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 soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavation earth with a lead up to 1.5m and a lead up to 20m as per drawing and technical specification clause 1603.1 | - | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in excavation for structure as per drawing and technical specifications clause 305.1 Including setting out, construction of shoring and bracing, removal of stumps and other deleterious Material and disposal up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable materials. | - | CUM | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing & technical specifications per clauses 802, 803 ,1202,1203 P.C.C.(1:6:12) | - | CUM | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing and laying concrete for plain/reinforced concrete in open foundation as per drawing and technical specifications clauses 802, 803, 1202, and 1203 (c/concrete 1:4:8). | - | CUM | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Random rubble Stone masonry in Cement mortar for substructure complete as per drawing & technical specifications Clauses 702,704 1202&1204 in Cement mortar (1:6) | - | CUM | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall, returnwall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H )towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. | - | NO | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and laying of boulder apron laid in wire crates with 4mm dia.GI wire conforming to IS:280 and IS:4826in 100mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause1301. | - | CUM | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Back filling behind abutments, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 with granular material. | 22.05 | CUM | 1,300 | ₹28,665 | BI01010001010000000000000515BI0100001120 |
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